Spectra-precision Survey Pro v3.80 Recon iPAQ User Manual Manual do Utilizador Página 77
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Fieldwork
69
d.
For this example, simply accept the default
job settings and tap .
Note: When creating a new job, it is important that
the
Units for Distances
field be set to the correct
units. This allows you to seamlessly switch between
different units in mid-job.
Problems can arise if these units are inadvertently
set to the incorrect units prior to entering new data.
For example, assume you created a control file by
hand-entering a list of coordinates in a new job
where the job was set to
Feet
and the coordinates
were in
US Survey Feet
. Now assume you created
another new job and correctly set it to
US Survey
Feet
. If you then selected the previous job as a control file for the new
job, the display of all of the coordinates in the control file would be
converted from Feet to US Survey Feet.
- SURVEY PRO 1
- Table of Contents 3
- Welcome 9
- Getting Started 11
- Survey Pro Installation 12
- Registering 13
- Data Entry 14
- TDS Smart SIP on the Recon 15
- Hardware Buttons 17
- Angle and Time Conventions 18
- Using Survey Pro 19
- About Survey Pro 22
- Map View 22
- Quick Pick 23
- Parts of a Screen 24
- Input Fields 25
- Output Fields 25
- Scroll Buttons 26
- Special Point Symbols 26
- Index Cards 26
- Input Shortcuts 27
- The Map View 29
- The Settings Screen 30
- Instrument Settings 31
- Units Settings 32
- Format Settings 33
- Files Settings 34
- Surveying Settings 35
- Stakeout Settings 36
- Repetition Settings 38
- Date/Time Settings 39
- Buttons Settings 40
- General Settings 42
- Bluetooth Communication 44
- Establish a Connection 45
- Discover the Device 46
- Select a Favorite Device 46
- Configuring Survey Pro 47
- Bluetooth Limitations 48
- Required Files 49
- Raw Data Files 50
- Control Files 51
- Control File Example 52
- Description Files 53
- Description Files With Codes 54
- Opening a Description File 55
- Feature Codes 56
- Features 57
- Attributes 57
- Layer 0 59
- Other Special Layers 59
- Managing Layers 60
- Deleting a Layer 61
- 2D / 3D Points 62
- Polylines 62
- Alignments 63
- Creating an Alignment 64
- Horizontal Alignment 65
- Vertical Alignment 67
- Points 69
- Fieldwork 71
- Scenario One 72
- Scenario Two 72
- Scenario Three 73
- Scenario Four 74
- Summary 74
- Data Collection Example 75
- Performing a Side Shot 80
- Performing a Traverse Shot 81
- Data Collection Summary 83
- Stakeout Example 84
- Staking Points 86
- Point Staking Summary 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
- Slope Staking the Road 114
- DTM Stakeout 117
- Set Up the Job 118
- Select Your Layers 120
- Select a Boundary (optional) 120
- Stake the DTM 123
- View the DTM 124
- Screen Examples 127
- Importing *.JOB Coordinates 128
- Importing *.CR5 Coordinates 128
- Exporting Coordinates 130
- Repetition Shots 131
- Repetition Shots Screen 133
- Shoot From Two Ends 135
- Offset Shots 136
- Vertical Angle Offset Screen 138
- Resection 139
- Solar Observations 141
- Performing a Sun Shot 142
- Get local time now! 144
- What to Do Next 145
- Remote Control 146
- Taking a Shot in Remote Mode 147
- Stake Out in Remote Mode 148
- Remote staking over target 149
- Slope Staking in Remote Mode 150
- Slope Staking 151
- Staking the Catch Point 154
- Intersection 157
- Map Check 158
- Editing Boundary Data 159
- Project 159
- Predetermined Area 160
- Parallel Method 161
- Horizontal Curve Layout 163
- Chord Dist 164
- Chord Length 164
- Parabolic Curve Layout 166
- Spiral Layout 167
- Curve and Offset 168
- Setup Your Staking Options 169
- Aim the Total Station 170
- Stake the Point 170
- Scale Adjustment 171
- Translate Adjustment 172
- Translate by Coordinates 173
- Rotate Adjustment 174
- Traverse Adjust 175
- Compass Rule 176
- Adjust Sideshots 176
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