Spectra-precision Survey Pro v4.6 Ranger User Manual Instrukcja Użytkownika Strona 6
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The Remote Cont
rol Screen ________________________________143
Taking a Shot in Remote Mode _____________________________144
Stake Out in Remote Mode_________________________________145
Slope Staking in Remote Mode _____________________________146
GeoLock ________________________________________ 147
Configuring GeoLock _____________________________________148
Localizing _______________________________________________149
Using GeoLock___________________________________________149
Slope Staking____________________________________ 150
Defining the Road Cross-Section____________________________151
Staking the Catch Point____________________________________153
Intersection _____________________________________ 156
Map Check______________________________________ 157
Entering Boundary Data___________________________________157
Editing Boundary Data ____________________________________158
Adding Boundary Data to the Current Project ________________158
Predetermined Area______________________________ 159
Hinge Method____________________________________________159
Parallel Method __________________________________________160
Horizontal Curve Layout _________________________ 161
PC Deflection ____________________________________________162
PI Deflection _____________________________________________162
Tangent Offset ___________________________________________163
Chord Offset_____________________________________________163
Parabolic Curve Layout___________________________ 165
Spiral Layout____________________________________ 166
Curve and Offset_________________________________ 166
Curve and Offset_________________________________ 167
Define Your Curve________________________________________167
Setup Your Staking Options________________________________168
Aim the Total Station______________________________________169
Stake the Point ___________________________________________169
Scale Adjustment ________________________________ 170
Translate Adjustment_____________________________ 171
Translate by Distance and Direction_________________________172
Translate by Coordinates __________________________________172
Rotate Adjustment _______________________________ 173
Traverse Adjust__________________________________ 174
Angle Adjust_____________________________________________174
- 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
- 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 45
- Opening a Description File 46
- Feature Codes 47
- Features 48
- Attributes 48
- Layer 0 50
- Other Special Layers 50
- Managing Layers 51
- Creating a New Layer 52
- Deleting a Layer 52
- Working with 2D Points 53
- Point Stake 54
- Offset Stake 54
- Slope Stake 54
- Control Points 54
- Polylines 55
- Alignments 55
- Creating an Alignment 56
- Horizontal Alignment 57
- Vertical Alignment 59
- 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
- Mapping Plane Scale 117
- Ellipsoid 118
- Mapping 118
- Combined Scale Factor 119
- Scale Factor Settings 120
- Grid Factor with Sea Level 122
- Map Plane Ground Coordinates 123
- Scale Factor for New Jobs 124
- Working with a Scale Factor 125
- Other Special Cases 127
- Other Tutorials 129
- Importing *.JOB Coordinates 130
- Importing *.CR5 Coordinates 130
- Importing LandXML Files 131
- Importing a LandXML File 132
- Import Control 134
- Exporting Coordinates 134
- Repetition Shots 135
- Repetition Settings Screen 136
- Repetition Shots Screen 138
- Radial Sideshots 139
- Shoot From Two Ends 142
- Offset Shots 143
- . If you 145
- Vertical Angle Offset Screen 146
- Resection 147
- Solar Observations 149
- Get local time now! 151
- What to Do Next 152
- Remote Control 153
- Taking a Shot in Remote Mode 154
- Stake Out in Remote Mode 155
- Slope Staking in Remote Mode 156
- GeoLock 157
- Configuring GeoLock 158
- Localizing 159
- Using GeoLock 159
- Slope Staking 160
- Edge of Road field 162
- Staking the Catch Point 163
- Intersection 166
- Map Check 167
- Editing Boundary Data 168
- Project 168
- 4 (hinge) 169
- Parallel Method 170
- Horizontal Curve Layout 171
- PC Deflection 172
- PI Deflection 172
- Tangent Offset 173
- Chord Offset 173
- Parabolic Curve Layout 175
- Spiral Layout 176
- Curve and Offset 177
- Setup Your Staking Options 178
- Aim the Total Station 179
- Stake the Point 179
- Scale Adjustment 180
- Translate Adjustment 181
- Translate by Coordinates 182
- Rotate Adjustment 183
- Traverse Adjust 184
- Compass Rule 185
- Adjust Sideshots 185
- Surface Scan 188
- Distance Grid 189
- Angle Grid 190
- Leveling Fieldwork 193
- Leveling Set Up 194
- Leveling Methods 195
- Auto Leveling 196
- Manual Leveling 196
- Level Loop Procedure 197
- Level Screen 199
- Turn to Benchmark 202
- Side Shots 205
- Adjustment 206
- 2 Peg Test 207
- GPS Overview 209
- RTK and Post Processing 210
- GPS Measurements 211
- GPS Network Servers 213
- (NTRIP) 214
- GPS Coordinates 215
- Horizontal Datums 217
- Vertical Datums 220
- Coordinate Systems 222
- Map Projections 224
- Scale Factors 226
- Vertical Coordinate Systems 229
- GPS Coordinates In 231
- Survey Pro 231
- Projection Mode 232
- Projection Mode Summary 233
- Mapping Plane Mode 236
- Localization Default Zone 237
- Localization Reset Origin 238
- Localization Select Zone 239
- Mapping Plane Select Zone 239
- Key In Zone 240
- Mapping Ground Coordinates 243
- . Tap Next> 244
- Coordinate System Database 246
- Managing GPS Coordinates in 247
- Import Job (Control) 248
- Import ASCII File 248
- Import .GPS File 249
- ForeSight DXM, SPSO, TGO 250
- TGO / TTC 251
- GPS Module 253
- Receiver Settings 254
- Start GPS Survey 257
- Point Setup 258
- Start GPS Survey - Choose 258
- Receiver 261
- Base Setup Two – SET 263
- Base Setup Two - GET and SET 263
- Rover Setup – Set Rover 265
- Solve Localization 269
- Horizontal 274
- Vertical: 276
- Localization Setup Groups 278
- Localization Calculator 280
- Remote Elevation 281
- Import GPS Control 282
- RTK Data Collection 286
- Data Collection 287
- Topo SS 288
- Offset Point 288
- Feature Collection 290
- Occupy Control Point 291
- Post Process 291
- RTK Stake Out 292
- Post Processing 292
- Field Procedure 293
- Office Procedure 295
- Projection Utilities 296
- Projection Calculator 300
- Convergence Calculator 301
- Bluetooth & Windows 302
- Networking 302
- Bluetooth Setup in Windows 303
- Devices 304
- Windows Networking 307
- Starting a Survey with VRS 311
- Basic GPS Module 313
- Serial Connection 314
- Bluetooth Connection 315
- RTK Data Modem Configuration 316
- Using a Cellular Phone 317
- Basic GPS Start Survey 321
- Set Up Rover 322
- Connect to Internet 323
- Select NTRIP Services Screen 324
- Setup Rover Screen 324
- Setup Remote Base 324
- Solve Projection 325
- Collect Control – Screen 1 327
- Collect Control – Screen 2 327
- Collect Check Point Prompt 329
- Collect Check Point Screen 329
- Connect to Base and Rover – 333
- TDS Localization ‘One Point 333
- Traverse Base 334
- Traverse Now Routine 335
- Occupy Then Traverse Routine 335
- References 337
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