STONEX R2
5.8.1 Inverse & Traverse ................................................................................... 96
5.8.1.2 Inverse ................................................................................................. 100
5.8.2 Intersections ........................................................................................... 101
5.8.2.1 Bearing-Bearing .................................................................................. 101
5.8.2.2 Bearing-Distance Intersection ............................................................. 103
5.8.2.3 Distance-Distance Intersection ............................................................ 105
5.8.2.4 By Points ............................................................................................. 106
5.8.3 Offset ...................................................................................................... 108
5.8.3.1 Distance-Offset .................................................................................... 108
5.8.3.2 Point-Offset ......................................................................................... 110
5.8.4 Extension ................................................................................................ 111
5.9 TIE DISTANCE .................................................................................... 113
5.9.1 Polygonal (A-B, B-C) ............................................................................. 113
5.9.2 Radial (A-B, A-C) .................................................................................. 116
5.10 AREA MEASUREMENT (PLANE) ................................................... 118
5.11 REMOTE HEIGHT MEASUREMENT (REM) ................................. 121
5.12 ROAD.................................................................................................. 124
5.12.1 Define HZ Alignment ........................................................................... 124
5.12.2 Editing Horizontal Alignment Data ...................................................... 130
5.12.3 Deleting Horizontal Alignment Data .................................................... 132
5.12.4 Defining Vertical Alignment ................................................................. 133
5.12.5 Editing Vertical Alignment Data........................................................... 134
5.12.6 Deleting Vertical Alignment Data......................................................... 135
5.12.7 Road Stake-Out .................................................................................... 136
5.12.8 Slope Stake-Out .................................................................................... 142
5.13 CONSTRUCTION SITE STAKE OUT .............................................. 144
5.13.1 Defining New Construction Site .......................................................... 144
5.13.2 Shifting Line ......................................................................................... 147
5.13.3 As Build Check ..................................................................................... 148
5.13.4 Stake Out .............................................................................................. 149
6. FILE MANAGEMENT ...................................................................................... 151
6.1 JOB ........................................................................................................ 151
6.1.1 Selecting Job .......................................................................................... 151
6.1.2 Establishing New Job ............................................................................. 152
6.1.3 Deleting Selected Job ............................................................................. 154
6.2 KNOWN POINT ................................................................................... 154
6.2.1 Searching Known Points ........................................................................ 155
6.2.2 Adding Known Point .............................................................................. 155
6.2.3 Editing the Known Points ....................................................................... 157