Spectra-precision Survey Pro v4.6 Recon and Nomad User Manual Instrukcja Użytkownika Strona 19
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Getting Started
9
Angle and Time Conventions
Throughout the software, the following conventions are followed
when inputting or outputting angles and time:
Azimuths
Azimuths are entered in degree-minutes-seconds format and are
represented as DD.MMSSsss, where:
• DD One or more digits representing the degrees.
• MM Two digits representing the minutes.
• SS Two digits representing the seconds.
• sss Zero or more digits representing the decimal fraction
part of the seconds.
For example, 212.5800 would indicate 212 degrees, 58 minutes, 0
seconds.
Bearings
Bearings can be entered in either of the following formats:
• S32.5800W to indicate south 32 degrees, 58 minutes, 0
seconds west.
• 3 32.5800 to indicate 32 degrees, 58 minutes, 0 seconds in
quadrant 3.
Time
When a field accepts a time for its input, the time is entered in hours-
minutes-seconds format, which is represented as HH.MMSSsss
where:
• HH One or more digits representing the hours.
• MM Two digits representing the minutes.
• SS Two digits representing the seconds.
- SURVEY PRO 1
- Table of Contents 3
- Welcome 11
- Getting Started 13
- Survey Pro Installation 14
- Registering 14
- Data Entry 16
- Using the Smart SIP 17
- Hardware Buttons 18
- Angle and Time Conventions 19
- User’s Manual 20
- Using Survey Pro 21
- Command Bar 24
- Surveying Mode 25
- Map View 25
- Quick Pick 25
- Battery Level 25
- Cancel 26
- Close 26
- Settings 26
- GPS Status 26
- Parts of a Screen 27
- Power Buttons 28
- Choose From Map Button 28
- Scroll Buttons 29
- Special Point Symbols 29
- Index Cards 29
- Input Shortcuts 30
- Point List Editor 32
- Smart Targets 35
- Manage Smart Targets 36
- Basemaps 40
- Manage Basemaps 41
- The Settings Screen 43
- File Management and 44
- ForeSight DXM 44
- Job Files 44
- Raw Data Files 45
- Control Files 46
- Description Files 47
- Description Files with Codes 49
- Feature Codes 51
- Features 52
- Attributes 52
- Layer 0 54
- Other Special Layers 54
- Managing Layers 55
- Deleting a Layer 56
- Working with 2D Points 57
- • All Road Layout Routines 57
- Point Stake 58
- Offset Stake 58
- Slope Stake 58
- Control Points 58
- Polylines 59
- Alignments 60
- , Offset Points 60
- Creating an Alignment 61
- Horizontal Alignment 62
- Vertical Alignment 64
- and Road Layout routines 66
- Conventional Fieldwork 67
- Scenario One 68
- Scenario Two 69
- Scenario Three 70
- Scenario Four 71
- Summary 72
- Data Collection Example 73
- Performing a Side Shot 78
- Performing a Traverse Shot 79
- Data Collection Summary 81
- Stakeout Example 82
- Staking Points 85
- screen: 89
- Surveying with True Azimuths 90
- Road Layout 93
- Road Component Rules 95
- the centerline to the 96
- Road Rules Examples 98
- Figure Descriptions 100
- Super Elevations 101
- Creating Templates 102
- Building an Alignment 105
- Putting the Road Together 105
- Add Widenings 108
- Add Super Elevations 109
- Staking the Road 112
- Slope Staking the Road 114
- Station Equation 116
- DTM Stakeout 119
- Set Up the Job 120
- Select Your Layers 122
- Select a Boundary (optional) 122
- Stake the DTM 125
- View the DTM 126
- Mapping Plane Scale 129
- Ellipsoid Scale Factor 130
- Combined Scale Factor 131
- Scale Factor Settings 132
- Grid Factor with Sea Level 135
- Scale Factor for New Jobs 137
- Working with a Scale Factor 138
- Other Special Cases 140
- Other Tutorials 141
- Importing *.JOB Coordinates 142
- Importing *.CR5 Coordinates 142
- Importing LandXML Files 144
- Importing a LandXML File 145
- Import Control 147
- Exporting Coordinates 148
- Repetition Shots 149
- Repetition Shots Screen 151
- Radial Sideshots 153
- Shot 2Shot 1 157
- 1_ft back 158
- 3_ft right 158
- screen will open 160
- . If you 160
- Resection 161
- Performing a Resection 162
- Solar Observations 164
- Performing a Sun Shot 165
- Get local time now! 167
- What to Do Next 168
- Remote Control 169
- Taking a Shot in Remote Mode 171
- Stake Out in Remote Mode 172
- Remote staking over target 173
- Slope Staking in Remote Mode 174
- GeoLock 175
- Configuring GeoLock 176
- Localizing 177
- Slope Staking 178
- Staking the Catch Point 181
- Intersection 184
- Map Check 185
- Editing Boundary Data 186
- Project 186
- Predetermined Area 187
- Parallel Method 188
- Horizontal Curve Layout 190
- Tangent Offset 191
- Chord Offset 191
- Parabolic Curve Layout 193
- Spiral Layout 194
- Curve and Offset 195
- from the Main 195
- Set Up Your Staking Options 196
- Aim the Total Station 196
- Stake the Point 197
- Scale Adjustment 198
- Translate Adjustment 199
- Translate by Coordinates 200
- Rotate Adjustment 201
- Traverse Adjust 202
- Compass Rule 203
- Adjust Sideshots 203
- Surface Scan 206
- Distance Grid 207
- Angle Grid 208
- Leveling Fieldwork 211
- Leveling Set Up 212
- Level Settings 213
- Leveling Methods 214
- Level Loop Procedure 215
- Creating a New Loop 216
- Level Screen 218
- Turn to Benchmark 222
- Side Shots 225
- Adjustment 226
- 2 Peg Test 227
- GPS Overview 231
- RTK and Post Processing 232
- GPS Measurements 233
- GPS Network Servers 235
- (NTRIP) 236
- GPS Coordinates 237
- Horizontal Datums 239
- Vertical Datums 242
- Coordinate Systems 243
- Map Projections 245
- Scale Factors 247
- Ellipsoid 248
- Mapping 248
- Vertical Coordinate Systems 250
- GPS Coordinates in 253
- Survey Pro 253
- Projection Mode 254
- Projection Mode Summary 255
- Mapping Plane Mode 258
- Localization Default Zone 259
- Localization Reset Origin 259
- Localization Select Zone 260
- Mapping Plane Select Zone 261
- Key In Zone 262
- Mapping Ground Coordinates 264
- , and Ground 266
- Coordinate System Database 267
- Managing GPS Coordinates in 268
- Import Job (Control) 269
- Import ASCII File 269
- Import .GPS File 270
- ForeSight DXM, SPSO, TGO 271
- TGO / TTC 272
- GPS Module 275
- Receiver Settings 276
- RTK Settings 279
- Post Processing Settings 279
- Start GPS Survey 280
- Start GPS Survey - Choose 281
- Receiver 283
- Base Setup One – Pick Point 284
- Base Setup Two – SET 285
- Base Setup Two - GET and SET 286
- Rover Setup – Set Rover 287
- Solve Localization 292
- Horizontal 298
- Localization Setup Groups 302
- Localization Calculator 304
- Remote Elevation 305
- Import GPS Control 307
- RTK Data Collection 311
- Data Collection 312
- to open the Offset Shots 313
- screen 313
- Feature Collection 314
- Occupy Control Point 316
- Post Process 316
- RTK Stake Out 317
- Post Processing 317
- Field Procedure 318
- Office Procedure 320
- Projection Utilities 321
- Projection Calculator 325
- Bluetooth & Windows 326
- Networking 326
- Bluetooth Setup in Windows 327
- Bluetooth in Survey Pro 330
- Windows Networking 331
- Starting a Survey with VRS 336
- Basic GPS Module 339
- Serial Connection 340
- Bluetooth Connection 341
- RTK Data Modem Configuration 343
- Using a Cellular Phone 344
- Basic GPS Start Survey 349
- Set Up Base 350
- Set Up Rover 351
- Connect to Internet 352
- Select NTRIP Services Screen 353
- Setup Rover Screen 353
- Setup Remote Base 353
- Solve Projection 354
- Collect Control – Screen 1 356
- Collect Control – Screen 2 356
- Collect Check Point Prompt 358
- Collect Check Point Screen 358
- Connect to Base and Rover – 362
- TDS Localization ‘One Point 362
- Traverse Base 363
- Traverse Now Routine 364
- Projection Solve 365
- Localization 365
- References 367
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