Spectra-precision Survey Pro v4.5 Recon and Nomad User Manual Instrukcja Użytkownika Strona 117
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Road Layout
107
Two of the stakeout settings should be considered when using a
station equation:
• When Stake "Corners", Not Just Even Intervals is checked, the
location where the stationing changes will be considered a
corner and will be included as you advance forward.
• When Use Perfect Stationing is checked, the perfect stationing
will always be computed using whichever stationing that you
are currently staking.
Station equations can only be used when staking a road, so the
following three routines available from the Roads
menu include the
option to use a station equation. (Non-road layout stakeout routines
cannot use a station equation.)
• Stakeout
• Slope Staking
• Show Station and Offset
- SURVEY PRO 1
- Table of Contents 3
- Welcome 11
- Getting Started 13
- Survey Pro Installation 14
- Registering 14
- Data Entry 16
- TDS Smart SIP 17
- Using the Smart SIP 18
- Hardware Buttons 19
- Angle and Time Conventions 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
- the HR.) This is 37
- 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
- Opening a Description File 50
- 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
- Creating an Alignment 61
- Horizontal Alignment 62
- Vertical Alignment 64
- , Offset Points 66
- 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
- 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
- value extends away from the 113
- 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
- Other Tutorials 129
- Importing *.JOB Coordinates 130
- Importing *.CR5 Coordinates 130
- Importing LandXML Files 132
- Importing a LandXML File 133
- Import Control 135
- Exporting Coordinates 136
- Repetition Shots 137
- Repetition Shots Screen 139
- Radial Sideshots 141
- Shoot From Two Ends 145
- Distance Offset Screen 146
- screen will open 148
- . If you 148
- Resection 149
- Performing a Resection 150
- Solar Observations 152
- Performing a Sun Shot 153
- Get local time now! 155
- What to Do Next 156
- Remote Control 157
- Taking a Shot in Remote Mode 159
- Stake Out in Remote Mode 160
- Remote staking over target 161
- Slope Staking in Remote Mode 162
- GeoLock 163
- Configuring GeoLock 164
- Localizing 165
- Slope Staking 166
- Staking the Catch Point 169
- Intersection 172
- Map Check 173
- Editing Boundary Data 174
- Project 174
- 4 (hinge) 175
- Parallel Method 176
- Horizontal Curve Layout 178
- Chord Length 179
- Parabolic Curve Layout 181
- Spiral Layout 182
- Curve and Offset 183
- from the Main 183
- Set Up Your Staking Options 184
- Aim the Total Station 184
- Stake the Point 185
- Scale Adjustment 186
- Translate Adjustment 187
- Translate by Coordinates 188
- Rotate Adjustment 189
- Traverse Adjust 190
- Compass Rule 191
- Adjust Sideshots 191
- Surface Scan 194
- Distance Grid 195
- Angle Grid 196
- Leveling Fieldwork 199
- Leveling Set Up 200
- Level Settings 201
- Leveling Methods 202
- Level Loop Procedure 203
- Creating a New Loop 204
- Level Screen 206
- Turn to Benchmark 210
- Side Shots 213
- Adjustment 214
- 2 Peg Test 215
- GPS Overview 219
- RTK and Post Processing 220
- GPS Measurements 221
- GPS Network Servers 223
- (NTRIP) 224
- GPS Coordinates 225
- Horizontal Datums 227
- Vertical Datums 230
- Coordinate Systems 231
- Map Projections 233
- Scale Factors 235
- Vertical Coordinate Systems 238
- GPS Coordinates In 241
- Survey Pro 241
- Projection Mode 242
- Projection Mode Summary 243
- Mapping Plane Mode 246
- Localization Default Zone 247
- Localization Reset Origin 247
- Localization Select Zone 248
- Mapping Plane Select Zone 249
- Key In Zone 250
- Mapping Ground Coordinates 252
- , and Ground 254
- Coordinate System Database 255
- Managing GPS Coordinates in 256
- Import Job (Control) 257
- Import ASCII File 257
- Import .GPS File 258
- ForeSight DXM, SPSO, TGO 259
- TGO / TTC 260
- GPS Module 263
- Receiver Settings 264
- RTK Settings 267
- Post Processing Settings 267
- Start GPS Survey 268
- Start GPS Survey - Choose 269
- Receiver 271
- Base Setup One – Pick Point 272
- Base Setup Two – SET 273
- Base Setup Two - GET and SET 274
- Rover Setup – Set Rover 275
- Solve Localization 280
- Horizontal 286
- Localization Setup Groups 290
- default map projection’s 292
- Remote Elevation 293
- Import GPS Control 295
- RTK Data Collection 299
- Data Collection 300
- to open the Offset Shots 301
- screen 301
- Feature Collection 302
- Occupy Control Point 304
- Post Process 304
- RTK Stake Out 305
- Post Processing 305
- Field Procedure 306
- Office Procedure 308
- Projection Utilities 309
- Projection Calculator 313
- Tutorial GPS Jobs 314
- Reuse Localization Solutions 321
- Bluetooth & Windows 330
- Networking with the GPS 330
- Discover the Device 332
- Assigning a Favorite Device 334
- Bluetooth in Survey Pro 338
- Windows Networking 339
- Starting a Survey with VRS 348
- Basic GPS Module 351
- Serial Connection 352
- Bluetooth Connection 353
- RTK Data Modem Configuration 355
- Using a Cellular Phone 356
- Basic GPS Start Survey 361
- Set Up Base 362
- Set Up Rover 363
- Connect to Internet 364
- Select NTRIP Services Screen 365
- Setup Rover Screen 365
- Setup Remote Base 365
- Solve Projection 366
- Collect Control – Screen 1 368
- Collect Control – Screen 2 368
- Collect Check Point Prompt 370
- Collect Check Point Screen 370
- Connect to Base and Rover – 374
- TDS Localization ‘One Point 374
- Traverse Base 375
- Traverse Now Routine 376
- Projection Solve 377
- Localization 377
- References 379
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