Spectra-precision Survey Pro v3.80 Recon iPAQ User Manual Manual de usuario Pagina 163
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Screen Examples
155
Horizontal Curve Layout
The Horizontal Curve Layout screen is useful to compute the
locations of any station along a horizontal curve using one of four
different methods. The values computed can be written down and
used to later stake those stations in the field.
1.
Tap , from the Main Menu
.
2.
Select the method that you want to use to compute your curve
layout data in the
Method
field. Each method is described below.
RP
Chord
PT
PI
PC
Deflection
Current
Station
PC Deflection
The PC Deflection method computes a chord
length from the PC to the current station and a
deflection angle between the PC-PI line and the
chord.
RP
PT
PI
PC
Current
Station
Deflection
PI to Station
PI Deflection
The PI Deflection method computes the distance
from the PI to the current station and the
deflection angle between the PI-PC line and the PI
to Station line.
- 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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