Spectra-precision Survey Pro v4.6 Recon-Nomad Reference Manual Bedienungsanleitung Seite 164
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Survey Pro Reference Manual
R-156
Shoot From Two Ends
Survey Shoot From 2 Ends.
The Shoot From 2 Ends screen is used to provide more accurate
vertical closure to a traverse. The routine requires that a foresight
point is shot, but it is not stored until after it is occupied and another
shot is taken to the previous occupy point. The coordinates for the
foresight point are computed from an average of data gathered at
each occupy point.
Foresight: is the name given to the next stored point.
Description: is the description given to the next stored
point.
Number of Sets: is the desired number of sets required
when shooting each foresight. You must select at least
one set.
HR: is the length of the rod.
: opens the Smart Target options (Page R-457).
Backsight… : accesses the Backsight Setup screen (Page
R-124) where the current backsight can be modified.
Traverse : will prompt you to shoot the Foresight point.
After each set is performed, the Move To Other End
dialog box will open and prompt you to set up on the new point and
enter a new instrument and rod height. The New Occupy Point
dialog box (Page R-133) will open and inform you of the updated
points.
: is a shortcut to the Surveying and Repetition Settings screens
(Page R-44 and R-55 respectively).
- 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
- Descriptions Settings 52
- Surveying Settings 53
- Scale Settings 54
- Calculate Scale 55
- Screen Two 56
- Screen Three 56
- FGCS Defaults 62
- Repetition Settings 63
- Date/Time Settings 64
- Buttons Settings 65
- Edit Points 68
- Edit Point – General 70
- Point Feature Attributes 71
- Edit Point – Location 71
- Edit Point – Geodetic 72
- Edit GPS Point Flags Screen 72
- Edit Polylines 73
- Screen Four – Add/Edit Curve 75
- Adding a Spiral 76
- Adding a Vertical Curve 76
- Edit Alignment 78
- Edit Segment – Spiral Card 83
- Auto Linework 85
- View Raw Data File 89
- Raw Data Note 90
- Code Edit 91
- View DTM 92
- Layers for Staking DTM 93
- Choose Polyline 94
- Add/Edit Break-lines 94
- Edit Polyline 95
- Points on DTM Layer 96
- 3D View 97
- 3D View Settings 98
- Manage Layers 99
- Job Information 100
- Calculator 101
- Manage Pictures 103
- Take Picture 104
- Job Menu – GPS 107
- Settings 108
- Receiver Setup 109
- Rx Settings 111
- Data Modem Settings 112
- Modem Serial Comms Screen 114
- Radio Settings Screen 114
- Cell Phone Settings Screen 116
- General Settings 117
- Measure Mode Settings 120
- Post Process Settings 122
- Job Menu – Basic GPS 123
- Change Settings 125
- Bluetooth Setup Wizard 126
- Radio Settings 127
- Change Radio Settings Screen 128
- Date/Time 130
- Buttons 130
- General 130
- Survey Menu 131
- Backsight Setup 132
- Backsight Solved 133
- Check Backsight 135
- Check by Distance Results 136
- Check by Angle Results 136
- Backsight Circle 137
- Traverse / Sideshot 138
- Describe Point 139
- Results 139
- Traverse Now or Later? 140
- New Occupy Point 141
- Point Exists 142
- Remote Shot (Remote Mode) 143
- Repetition Shots 144
- Multiple Sideshots 146
- Radial Sideshots 147
- 1_ft back 148
- 3_ft right 148
- Horizontal Angle Offset 149
- Vertical Angle Offset 150
- Auto Collect 151
- Auto Collect – Screen Two 152
- Corner & 2 Lines 153
- Corner & Angle 154
- Corner & Offset 155
- Corner & Plane 156
- Surface Scan 157
- Angle Grid 158
- Surface Scan Statistics 159
- Surface Scan Results 159
- Video Scan 160
- Video Scan Settings 163
- Shoot From Two Ends 164
- Record Mode 165
- Resection 166
- Resection – Screen Two 167
- Save Point 167
- Remote Elevation 169
- Check Point 170
- Solar Observation 171
- The Enter Shot Data Screen 174
- Sun Shot Procedure Summary 174
- Remote Control 176
- Turn To 177
- Results Card 178
- Video Card 179
- Video Display Options 180
- Video Settings 181
- Map Card 182
- Aim Card 182
- Foresight Card 183
- GeoLock Settings 184
- Survey Menu – GPS 185
- GPS Status 186
- Cell Modem 188
- Post Process 188
- Sky View 189
- Sat Info 190
- Position 191
- Start GPS Survey 192
- Choose Projection Mode 193
- Choose Base Setup 194
- Connect To Receiver 195
- Select Geoid Model 195
- Base Setup 197
- Receiver Antenna 199
- Vertical Offset 200
- Base Setup Two – SET 201
- Base Setup Two – GET and SET 201
- Rover Setup 203
- Solve Localization 204
- Data Collection 205
- Feature Collection Screen 206
- Offset Shots 207
- Occupy Data Points Screen 209
- Control Points 210
- Check Control Point Screen 211
- Occupy Control Point Screen 212
- Post Processing 213
- End GPS Survey 217
- Projection 219
- Projection Details 221
- Localization Set Zone 221
- Select Coordinate System 222
- Horizontal Card 226
- Vertical Card 226
- Localization Calculator 227
- Solve Localization – Results 228
- Select Database 233
- Key in Zone 234
- Key In Zone - Ellipse 236
- Key In Zone - Results 238
- Ground Coordinates 239
- Ground Coordinates - Scale 240
- Ground Coordinates - Results 241
- Import GPS Control 243
- Review Results and Finish 245
- Single Point Results 246
- Multiple Point Results 247
- Receiver Information 248
- Adjust with Projection 249
- Coordinate System 251
- Projection Calculator 254
- File Management 257
- Recoverable Files 258
- Survey Menu – Basic 259
- Start Survey – More than One 262
- Matching Base Point 262
- GPS Backsight/Resection 263
- Occupy Control Setup 264
- Occupy Control Point 264
- Resection for New Base Point 264
- Traverse Base 268
- Leveling Menu 273
- Select/Create Loop 274
- New Level Loop – Screen Two 275
- Level Notes 275
- Level Notes Settings 276
- Leveling Shots 278
- Leveling Shot Results 278
- Leveling Side Shot 279
- Leveling Stakeout 280
- Turn to Benchmark 280
- 2 Peg Test 282
- 2 Peg Shots 283
- Peg Test Results 283
- Adjustment 284
- Adjustment – Preview Screen 285
- Leveling Remote Control 286
- Stakeout Menu 287
- Stake Points 288
- Stake Points – Screen Three 290
- ) dialog box 290
- Instrument Stakeout 291
- Remote Staking 292
- Stake List of Points Screen 293
- Edit Point List 294
- Stake to Line 295
- Stake to Line – Screen Two 296
- Remote Stake to Line 297
- Offset Staking 299
- Offset Staking – Screen Four 302
- specified) 302
- Offset Staking – Screen Five 303
- screen 304
- Offset Staking – Screen Six 304
- Slope Staking 306
- Slope Staking – Screen Three 307
- Slope Staking – Screen Four 308
- Slope Staking – Screen Five 310
- Slope Staking Offset Stake 311
- Point Slope Staking 313
- Stake Line and Offset 317
- value increases 318
- screen, described 318
- screen, which is 319
- Screen Summary 319
- Stake Curve and Offset 320
- Stake Spiral and Offset 324
- Summary 327
- Show Station 328
- Show Station – Screen Two 329
- Store Offset Points 330
- Stake DTM 333
- Choose a Centerline 335
- Stake DTM – Screen Two 336
- Station Staking 338
- Cross-Section View 339
- Define a Location 342
- Where is Next Point 344
- Stakeout Menu – GPS 347
- Line and Offset 355
- Curve and Offset 356
- Spiral and Offset 356
- Show Station and Offset 356
- Inverse Menu 361
- Inverse Point to Point 362
- Inverse Point to Line 363
- Inverse Point to Polyline 364
- Inverse Point to Multiple 366
- Inverse Point to Location / 367
- Cogo Menu 369
- Point in Direction 370
- Intersection 371
- Offset Line 373
- Offset Points 374
- Station Offset 375
- Corner Angle 376
- Compute Area 377
- Triangle Solutions 378
- Map Check 379
- Add / Edit Line 380
- Add / Edit Curve 380
- Add to Map 381
- Predetermined Area 382
- HD/VD to SD/ZA 384
- SD/ZA to HD/VD 385
- AU Conversion 386
- Average Points 387
- Average Points – Screen Two 388
- Curve Menu 389
- Curve Solution 390
- Results: 391
- Known PI and Tangents 392
- Three Point Curve 393
- Compute Radius Point 395
- Line Tangent to Circles 397
- Curve Layout 398
- : is the distance 399
- Chord Dist 400
- Traverse on Curve 402
- Parabolic Curve 404
- Parabolic Layout 406
- Straight Grade 408
- Spiral Layout 410
- Traverse on Spiral 411
- Roads Menu 413
- Add/Edit Templates 414
- Edit Template 415
- Edit Segment 416
- Edit Alignments 417
- Add/Edit Roads 417
- Roadname 418
- The Road Card 419
- Roads Report Screen 419
- Road Profiles Screen 421
- The Templates Card 422
- Add / Edit Template Screen 423
- The Widenings Card 424
- Add / Edit Widening Screen 425
- Super Elevations Card 426
- Road Stakeout 429
- Stake Road – Screen Three 431
- Stake Road – Screen Four 432
- Stake Road – Screen Five 434
- Road Slope Staking 435
- H. Map Card 436
- V. Map Card 436
- Slopes Card 437
- Cut/Fill Hinge Points Cards 437
- Road Station and Offset 438
- Alignment Card 439
- Cross-Section Card 440
- Shot Data Card 440
- Station Equation 441
- Adjust Menu 443
- Translate 445
- Traverse Adjust 447
- Traverse Adjust – Results 451
- Miscellaneous Screens 453
- Past Results 454
- Create Points 455
- Edit Description List 456
- Trimble Slant HR -> HR 457
- Convert Slant HI to HI 457
- Quick Pick Editor 458
- Select Point(s) 459
- Map Display Options 462
- Manage Basemaps 463
- Edit Basemaps 464
- Smart Targets 465
- Manage Smart Targets 466
- Edit Smart Target 467
- Appendix A 469
- Lambert Zones 470
- ...........181, R-392 473
- .................. 181 474
- ............... 181 474
- .............. R-51 474
- ......148, R-140 474
- ..........R-365, R-366 477
- ..................R-366 477
- ...........148, R-199 477
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