Spectra-precision Survey Pro v4.5 Ranger User Manual Manual de usuario Pagina 80
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User’s Manual – Conventional Mode
70
d. The rod needs to move back by 0.2 feet
to be over the design point. Rather
than take another shot, we will use a
tape measure and place a stake at that
location. Tap the .Store/Tape… button
to store the point.
e. Enter the following data in the Store
Point (Tape Offset) Dialog Box:
Point Name: 6
Description: Staked
Tape Out/Tape In (+/-): 0.2
and tap
. This will result in coordinates for the stored point
that are 0.2 feet further from the total station than the last
shot to the prism.
Note: The default value in the Tape Out/Tape In field should put you
directly over the design point, assuming you are on line.
Note: Negative Tape Out/Tape In values are toward the total station
and positive values are away from the total station.
Point Staking Summary
1. Open a job that contains the design points that you want to stake.
2. Check the job settings.
3. Setup a backsight.
4. Stake the points from the Stake Points
screen.
- 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
- the HR.) This is 31
- 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 44
- Opening a Description File 45
- Feature Codes 46
- Features 47
- Attributes 47
- Layer 0 49
- Other Special Layers 49
- Managing Layers 50
- Deleting a Layer 51
- Working with 2D Points 52
- Point Stake 53
- Offset Stake 53
- Slope Stake 53
- Control Points 53
- Polylines 54
- Alignments 54
- Creating an Alignment 55
- Horizontal Alignment 56
- Vertical Alignment 58
- 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
- Other Tutorials 117
- Importing *.JOB Coordinates 118
- Importing *.CR5 Coordinates 118
- Importing LandXML Files 119
- Importing a LandXML File 120
- Import Control 122
- Exporting Coordinates 122
- Repetition Shots 123
- Repetition Settings Screen 124
- Repetition Shots Screen 126
- Radial Sideshots 127
- Shoot From Two Ends 130
- Offset Shots 131
- . If you 133
- Vertical Angle Offset Screen 134
- Resection 135
- Solar Observations 137
- Get local time now! 139
- What to Do Next 140
- Remote Control 141
- Taking a Shot in Remote Mode 142
- Stake Out in Remote Mode 143
- Slope Staking in Remote Mode 144
- GeoLock 145
- Configuring GeoLock 146
- Localizing 147
- Using GeoLock 147
- Slope Staking 148
- Edge of Road field 150
- Staking the Catch Point 151
- Intersection 154
- Map Check 155
- Editing Boundary Data 156
- Project 156
- Predetermined Area 157
- Parallel Method 158
- Horizontal Curve Layout 159
- PC Deflection 160
- PI Deflection 160
- Chord Dist 161
- Chord Length 161
- Parabolic Curve Layout 163
- Spiral Layout 164
- Curve and Offset 165
- Setup Your Staking Options 166
- Aim the Total Station 167
- Stake the Point 167
- Scale Adjustment 168
- Translate Adjustment 169
- Translate by Coordinates 170
- Rotate Adjustment 171
- Traverse Adjust 172
- Compass Rule 173
- Adjust Sideshots 173
- Surface Scan 176
- Distance Grid 177
- Angle Grid 178
- Leveling Fieldwork 181
- Leveling Set Up 182
- Leveling Methods 183
- Auto Leveling 184
- Manual Leveling 184
- Level Loop Procedure 185
- Level Screen 187
- Turn to Benchmark 190
- Side Shots 193
- Adjustment 194
- 2 Peg Test 195
- GPS Overview 197
- RTK and Post Processing 198
- GPS Measurements 199
- GPS Network Servers 201
- (NTRIP) 202
- GPS Coordinates 203
- Horizontal Datums 205
- Vertical Datums 208
- Coordinate Systems 210
- Map Projections 212
- Scale Factors 214
- Vertical Coordinate Systems 217
- GPS Coordinates In 219
- Survey Pro 219
- Projection Mode 220
- Projection Mode Summary 221
- Mapping Plane Mode 224
- Localization Default Zone 225
- Localization Reset Origin 226
- Localization Select Zone 227
- Mapping Plane Select Zone 227
- Key In Zone 228
- Mapping Ground Coordinates 231
- . Tap Next> 232
- Coordinate System Database 234
- Managing GPS Coordinates in 235
- Import Job (Control) 236
- Import ASCII File 236
- Import .GPS File 237
- ForeSight DXM, SPSO, TGO 238
- TGO / TTC 239
- GPS Module 241
- Receiver Settings 242
- Start GPS Survey 245
- Point Setup 246
- Start GPS Survey - Choose 246
- Receiver 249
- Base Setup Two – SET 251
- Base Setup Two - GET and SET 251
- Rover Setup – Set Rover 253
- Solve Localization 257
- Horizontal 262
- Vertical: 264
- Localization Setup Groups 266
- default map projection’s 267
- Localization Calculator 268
- Remote Elevation 269
- Import GPS Control 270
- RTK Data Collection 274
- Data Collection 275
- Topo SS 276
- Offset Point 276
- Feature Collection 278
- Occupy Control Point 279
- Post Process 279
- RTK Stake Out 280
- Post Processing 280
- Field Procedure 281
- Office Procedure 283
- Projection Utilities 284
- Projection Calculator 288
- Tutorial GPS Jobs 289
- Reuse Localization Solutions 296
- Bluetooth & Windows 304
- Networking with GPS Module 304
- Devices 306
- Bluetooth in Survey Pro 308
- Windows Networking 309
- Starting a Survey with VRS 313
- Basic GPS Module 315
- Serial Connection 316
- Bluetooth Connection 317
- RTK Data Modem Configuration 318
- Using a Cellular Phone 319
- Basic GPS Start Survey 323
- Set Up Rover 324
- Connect to Internet 325
- Select NTRIP Services Screen 326
- Setup Rover Screen 326
- Setup Remote Base 326
- Solve Projection 327
- Collect Control – Screen 1 329
- Collect Control – Screen 2 329
- Collect Check Point Prompt 331
- Collect Check Point Screen 331
- Connect to Base and Rover – 335
- TDS Localization ‘One Point 335
- Traverse Base 336
- Traverse Now Routine 337
- Occupy Then Traverse Routine 337
- References 339
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