Spectra-precision Survey Pro v4.5 Recon and Nomad Reference Manual User Manual Page 28
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Survey Pro Reference Manual
R-20
Import LandXML Coordinates
Points, alignments, polylines, and parcels can be imported from a
LandXML file.
The way the LandXML data is imported depends on how the data is
stored in the source file and how the settings are
configured in the two screens described below.
Consult the User’s Manual for more information on the
conditions that affect how the data is imported.
On specified layer: will import all the data on the
specified layer.
On different layers by groups: will import points,
alignments, and parcels to layers named by the group
name for the data in the source file. If the group name is
an invalid layer name (e.g., it is empty or contains
invalid characters), the data will be stored to the active
layer.
Next > : opens the second configuration screen.
Import polylines, alignments and parcels: When this is checked,
polylines, alignments and parcels will be imported, as well as the
points. When unchecked, only the points will be
imported.
Import parcels to the specified layer: When this is
checked, imported parcels will be stored to the selected
layer. If unchecked, parcels will be stored to the layer
specified in the previous screen.
For more information on how parcels are imported,
consult the User’s Manual.
Point and Line Descriptions: You can select what
information to use as the description for imported lines
and points in the corresponding two fields.
Lines can either be assigned the name or description
from the source file and points can either be assigned the
description or code from the source file.
- SURVEY PRO 1
- Table of Contents 3
- Welcome 9
- Main Menu 11
- Surveying Mode 12
- Map View 12
- Quick Pick 12
- Battery Level 12
- Other Command Bar Buttons 13
- File Menu 15
- Open / New 16
- New Job 17
- External Control File) 18
- Create a New Job 3 19
- Control File) 20
- Save As 23
- Import *.JOB Coordinates 25
- Import *.CR5 Coordinates 26
- Import *.GPS Coordinates 26
- Import *.TXT Coordinates 26
- Import LandXML Coordinates 28
- Confirm Point Replace 29
- Export – Screen Two 31
- Export *.JOB Coordinates 31
- Export Old *.JOB Coordinates 31
- Export *.CR5 Coordinates 32
- Export *.TXT Coordinates 32
- Export *.CSV Coordinates 33
- Export LandXML (.XML) File 33
- Import Control Points 34
- Backup / Restore Job 34
- Backup / Restore – Backup 37
- Backup/Restore – Restore 38
- Transfer 39
- Register Modules 40
- About Survey Pro 41
- Job Menu 43
- NOTICE: 47
- Level Method 48
- Units Settings 49
- Format Settings 50
- Files Settings 51
- Surveying Settings 52
- Stakeout Settings 53
- and Road Stakeout 54
- Level Settings 56
- FGCS Defaults 58
- Repetition Settings 59
- Date/Time Settings 60
- Buttons Settings 61
- Edit Points 64
- Edit Point – General 66
- Point Feature Attributes 67
- Edit Point – Location 67
- Edit Point – Geodetic 68
- Edit GPS Point Flags Screen 68
- Edit Polylines 69
- Screen Four – Add/Edit Curve 71
- Adding a Vertical Curve 72
- Edit Alignment 74
- Edit Segment – Spiral Card 79
- Auto Linework 81
- View Raw Data File 85
- View DTM 86
- Layers for Staking DTM 87
- Choose Polyline 88
- Add/Edit Break-lines 88
- Edit Polyline 89
- Points on DTM Layer 90
- 3D View 91
- 3D View Settings 92
- Manage Layers 93
- Job Information 94
- Calculator 95
- Job Menu – GPS 97
- Receiver Setup 99
- Rx Settings 101
- Data Modem Settings 102
- Modem Serial Comms Screen 104
- Radio Settings Screen 104
- Cell Phone Settings Screen 106
- General Settings 107
- Measure Mode Settings 110
- Post Process Settings 112
- Job Menu – Basic GPS 113
- Settings 114
- Change Settings 115
- Bluetooth Setup Wizard 116
- Radio Settings 117
- Change Radio Settings Screen 118
- Date/Time 120
- Buttons 120
- General 120
- Survey Menu 121
- Backsight Setup 122
- Backsight Solved 123
- Check Backsight 125
- Check by Distance Results 126
- Check by Angle Results 126
- Backsight Circle 127
- Traverse / Sideshot 128
- Results 129
- Traverse Now or Later? 130
- New Occupy Point 130
- Point Exists 131
- Remote Shot (Remote Mode) 132
- Repetition Shots 133
- Multiple Sideshots 135
- Radial Sideshots 136
- _ft back 137
- 3_ft right 137
- Horizontal Angle Offset 138
- Vertical Angle Offset 139
- Auto Collect 140
- Auto Collect – Screen Two 141
- Corner & 2 Lines 142
- Corner & Angle 143
- Corner & Offset 144
- Corner & Plane 145
- Surface Scan 146
- Angle Grid 147
- Surface Scan Statistics 148
- Surface Scan Results 148
- Video Scan 149
- Video Scan Settings 152
- Shoot From Two Ends 153
- Record Mode 154
- Resection 155
- Resection – Screen Two 156
- Save Point 156
- Remote Elevation 158
- Check Point 159
- Solar Observation 160
- The Enter Shot Data Screen 163
- Sun Shot Procedure Summary 163
- Remote Control 165
- Turn To 166
- Results Card 167
- Video Card 168
- Video Display Options 169
- Video Settings 170
- Map Card 171
- Aim Card 171
- Foresight Card 172
- Sky Plot 172
- GeoLock Settings 173
- Survey Menu – GPS 175
- GPS Status 176
- Cell Modem 178
- Post Process 178
- Sky View 179
- Sat Info 180
- Position 181
- Start GPS Survey 182
- Choose Projection Mode 183
- Choose Base Setup 184
- Select Geoid Model 185
- Connect To Receiver 185
- Base Setup 187
- Receiver Antenna 189
- Vertical Offset 190
- Base Setup Two – SET 191
- Base Setup Two – GET and SET 191
- Rover Setup 193
- Solve Localization 194
- Data Collection 195
- Feature Collection Screen 196
- Offset Shots 197
- Occupy Data Points Screen 199
- Control Points 200
- Check Control Point Screen 201
- Occupy Control Point Screen 202
- Post Processing 203
- Projection 209
- Projection Details 211
- Localization Set Zone 211
- Select Coordinate System 212
- Horizontal Card 216
- Vertical Card 216
- Localization Calculator 217
- Solve Localization – Results 218
- Select Database 223
- Key in Zone 224
- Key In Zone - Ellipse 226
- Key In Zone - Results 228
- Ground Coordinates 229
- Ground Coordinates - Scale 230
- the mapping 231
- Import GPS Control 233
- Review Results and Finish 235
- Single Point Results 236
- Multiple Point Results 237
- Receiver Information 238
- Adjust with Projection 239
- Coordinate System 241
- Projection Calculator 244
- File Management 247
- Recoverable Files 248
- Survey Menu – Basic 249
- Start Survey – More than One 252
- Matching Base Point 252
- GPS Backsight/Resection 253
- Occupy Control Setup 254
- Occupy Control Point 254
- Resection for New Base Point 254
- Traverse Base 258
- Leveling Menu 263
- Select/Create Loop 264
- New Level Loop – Screen Two 265
- Level Notes 265
- Level Notes Settings 266
- Leveling Shots 268
- Leveling Shot Results 268
- Leveling Side Shot 269
- Leveling Stakeout 270
- Turn to Benchmark 270
- 2 Peg Test 272
- 2 Peg Shots 273
- Peg Test Results 273
- Adjustment 274
- Adjustment – Preview Screen 275
- Leveling Remote Control 276
- Stakeout Menu 277
- Stake Points 278
- Stake Points – Screen Three 280
- Instrument Stakeout 281
- Remote Staking 282
- Stake List of Points Screen 283
- Edit Point List 284
- Stake to Line 285
- Stake to Line – Screen Two 286
- Remote Stake to Line 287
- Offset Staking 289
- Offset Staking – Screen Four 292
- Offset Staking – Screen Five 293
- screen 294
- Offset Staking – Screen Six 294
- Slope Staking 296
- Slope Staking – Screen Three 297
- Slope Staking – Screen Four 298
- Slope Staking – Screen Five 300
- Slope Staking Offset Stake 301
- Point Slope Staking 303
- Stake Line and Offset 307
- value increases 308
- screen, described 308
- screen, which is 309
- Screen Summary 309
- location, the 309
- Stake Curve and Offset 310
- Stake Spiral and Offset 314
- Summary 317
- Show Station 318
- Show Station – Screen Two 319
- Store Offset Points 320
- Stake DTM 323
- Choose a Centerline 325
- Stake DTM – Screen Two 326
- Station Staking 328
- Cross-Section View 329
- Define a Location 332
- Where is Next Point 334
- Stakeout Menu – GPS 337
- Line and Offset 345
- Curve and Offset 346
- Spiral and Offset 346
- Show Station and Offset 346
- Inverse Menu 351
- Inverse Point to Point 352
- Inverse Point to Line 353
- Inverse Point to Polyline 354
- Inverse Point to Multiple 356
- Inverse Point to Location / 357
- Cogo Menu 359
- Point in Direction 360
- Intersection 361
- Offset Line 363
- Offset Points 364
- Station Offset 365
- Corner Angle 366
- Compute Area 367
- Triangle Solutions 368
- Map Check 369
- Add / Edit Line 370
- Add / Edit Curve 370
- Add to Map 371
- Predetermined Area 372
- HD/VD to SD/ZA 374
- SD/ZA to HD/VD 375
- AU Conversion 376
- Curve Menu 377
- Curve Solution 378
- Results: 379
- Known PI and Tangents 380
- Three Point Curve 381
- Compute Radius Point 383
- Line Tangent to Circles 385
- Curve Layout 386
- Tan Dist 387
- Chord Dist 388
- Traverse on Curve 390
- Parabolic Curve 392
- Parabolic Layout 394
- Straight Grade 396
- Spiral Layout 398
- Traverse on Spiral 399
- Roads Menu 401
- Add/Edit Templates 402
- Edit Template 403
- Edit Segment 404
- Edit Alignments 405
- Add/Edit Roads 405
- Roadname 406
- The Road Card 407
- Roads Report Screen 407
- Road Profiles Screen 409
- The Templates Card 410
- Add / Edit Template Screen 411
- The Widenings Card 412
- Add / Edit Widening Screen 413
- Super Elevations Card 414
- Road Stakeout 417
- Stake Road – Screen Three 419
- Stake Road – Screen Four 420
- ) dialog box 421
- Stake Road – Screen Five 422
- Road Slope Staking 423
- H. Map Card 424
- V. Map Card 424
- Slopes Card 425
- Cut/Fill Hinge Points Cards 425
- Road Station and Offset 426
- Alignment Card 427
- Cross-Section Card 428
- Shot Data Card 428
- Station Equation 429
- Adjust Menu 431
- Translate 433
- Traverse Adjust 435
- Traverse Adjust – Results 439
- Miscellaneous Screens 441
- Past Results 442
- Create Points 443
- Trimble Slant HR -> HR 444
- Convert Slant HI to HI 444
- Quick Pick Editor 445
- Point List Editor 446
- Map Display Options 449
- Manage Basemaps 450
- Edit Basemaps 451
- Smart Targets 452
- Manage Smart Targets 453
- Edit Smart Target 454
- Appendix A 457
- Lambert Zones 458
- ..........R-355, R-356 465
- ..................R-356 465
- ...........136, R-189 465
- .R-302 467
- ....R-299 467
- ........ R-310 468
- 12, R-340 468
- ...... 169, R-379 468
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