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Survey Methods Menu Note: You can increase the size of the text shown in the grid by setting the Text Size option in the Options screen. Store the Point Once you've made your measurements that will be used to compute the intersection, you can press the Store Point button. This will store a point in the map screen, store a point in the database as well as record information to the raw file. Raw File Everything about the intersection is stored in the raw file. --Line - Distance Offset --HI0.000,HR0.000,AR357.09120,ZE81.12250,SD22.4114,--Pnt 1 of Line --HI0.000,HR0.000,AR353.50430,ZE80.46590,SD21.3255,--Pnt 2 of Line --Horizontal Offset: 2.000 --Perpendicular Offset: 0.000 --Elevation Offset: 0.000 SP,PN1018,N 123.5558,E 100.2931,EL103.4035,--EV2 Example The top corner in a closet needs to be located, but it isn't visible from the total station. So the user lays a hand tape on the floor, with the start of the tape located at the bottom corner of the closet, directly below the point that needs to be recorded. The direction of the tape is then laid out such that two measurements can be made on the tape. Essentially, the tape now becomes the reference line. Two shots are taken, one at the 2 foot mark, and the other at the 5 foot mark. - 182 -
MicroSurvey FieldGenius 2012 After you take your two measurements, all you need to define is the offset distances. In this example, the corner is two feet to the right of the first measurement (point 1), and 8' up from the floor. After you define the offset directions and offset amounts, you can press the Store Pnt button to store the new point. - 183 -
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MicroSurvey FieldGenius 2012 v6.0.0
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MicroSurvey FieldGenius 2012 i. Lic
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MicroSurvey FieldGenius 2012 LIMITA
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MicroSurvey FieldGenius 2012 10. Te
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Technical Support MicroSurvey Softw
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MicroSurvey Contact Information Cor
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Table of Contents TABLE OF CONTENTS
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Table of Contents Draw Option Defau
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Table of Contents Point Scanning 19
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Table of Contents ASCII Coordinate
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Table of Contents Local Transformat
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Getting Started GETTING STARTED Int
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Getting Started • Topcon FC-250 -
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Getting Started Follow the instruct
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Getting Started Exit • Projects t
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Getting Started Note: After creatin
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Getting Started You will then have
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Getting Started The next screen (wh
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Getting Started You will then be as
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Getting Started open the Setup Occu
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Getting Started Text Entry For most
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Getting Started be returned in whic
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Getting Started 10000.23ft 10000.23
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Getting Started Degrees, Minutes, D
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Getting Started 100.2345 g 3.141593
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Points / Lines / Descriptions POINT
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Points / Lines / Descriptions Selec
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Points / Lines / Descriptions Note:
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Points / Lines / Descriptions Layer
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Points / Lines / Descriptions Activ
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Points / Lines / Descriptions See A
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Points / Lines / Descriptions Parti
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Points / Lines / Descriptions • A
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Points / Lines / Descriptions Draw
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Points / Lines / Descriptions Figur
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Points / Lines / Descriptions To ch
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Points / Lines / Descriptions Multi
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Points / Lines / Descriptions You w
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Points / Lines / Descriptions Delet
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Points / Lines / Descriptions Inser
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Points / Lines / Descriptions New P
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Points / Lines / Descriptions In Fi
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Points / Lines / Descriptions For s
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Points / Lines / Descriptions Store
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Points / Lines / Descriptions Smart
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Points / Lines / Descriptions [poin
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Points / Lines / Descriptions The D
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Main Interface have a portrait scre
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Main Interface 3D View This opens t
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Main Interface Draw 3-Point Arc But
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Main Interface jections. To return
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Main Interface - 104 -
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Main Interface instrument. When you
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Main Interface Measure This is the
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Main Menu MAIN MENU Main Menu Main
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Main Menu By default the project ma
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Roads • XML Cross Sections: XML c
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Settings Menu SETTINGS MENU Setting
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Settings Menu • Default Units Opt
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Settings Menu **Important note: The
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Settings Menu Angle Unit, Format, P
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Settings Menu West: This is the dis
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Settings Menu Attached User Id = 10
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Settings Menu Roading Options Stati
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Settings Menu format. Database coor
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Page 134 and 135: Settings Menu Horizontal Group This
Page 136 and 137: Settings Menu Delete User Defined T
Page 138 and 139: Settings Menu o Inverse Flattening
Page 140 and 141: Settings Menu This backup file stor
Page 142 and 143: Settings Menu Default Shortcut Keys
Page 144 and 145: Survey Methods Menu SURVEY METHODS
Page 146 and 147: Survey Methods Menu Manual Distance
Page 148 and 149: Survey Methods Menu Backsight Metho
Page 150 and 151: Survey Methods Menu 1. You can alwa
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Page 160 and 161: Survey Methods Menu Once you're sat
Page 162 and 163: Survey Methods Menu Note: It is nor
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Page 166 and 167: Survey Methods Menu -- Observed Val
Page 168 and 169: Survey Methods Menu Update Backsigh
Page 170 and 171: Survey Methods Menu Angle (Center)
Page 172 and 173: Survey Methods Menu For example if
Page 174 and 175: Survey Methods Menu Up / Down Offse
Page 176 and 177: Survey Methods Menu Press OK to Sto
Page 178 and 179: Survey Methods Menu Line - Angle Of
Page 180 and 181: Survey Methods Menu Line - Distance
Page 184 and 185: Survey Methods Menu Line - Perpendi
Page 186 and 187: Survey Methods Menu 2. The z value
Page 188 and 189: Survey Methods Menu Save Point This
Page 190 and 191: Survey Methods Menu Benchmark Metho
Page 192 and 193: Survey Methods Menu Note: You need
Page 194 and 195: Survey Methods Menu Point Scanning
Page 196 and 197: Survey Tools Menu SURVEY TOOLS MENU
Page 198 and 199: Survey Tools Menu Point ID Enter in
Page 200 and 201: Survey Tools Menu DTM Attribute: Us
Page 202 and 203: Survey Tools Menu Store+ This does
Page 204 and 205: Survey Tools Menu For starting a ne
Page 206 and 207: Survey Tools Menu Edit Record To ed
Page 208 and 209: Survey Tools Menu When you use the
Page 210 and 211: Survey Tools Menu Traverse Definiti
Page 212 and 213: Survey Tools Menu Total length This
Page 214 and 215: Survey Tools Menu from your instrum
Page 216 and 217: Survey Tools Menu Insert Pnt Specif
Page 218 and 219: Survey Tools Menu GPS Local Transfo
Page 220 and 221: Survey Tools Menu Parameters Origin
Page 222 and 223: Survey Tools Menu The 3D Transforma
Page 224 and 225: Survey Tools Menu You now have to d
Page 226 and 227: Survey Tools Menu Transform Points
Page 228 and 229: Calculations Menu CALCULATIONS MENU
Page 230 and 231: Calculations Menu Disto Distances I
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Calculations Menu Method: Interior
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Calculations Menu remain in the 2nd
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Calculations Menu Function 1. Use t
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Calculations Menu After selecting a
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Calculations Menu Rotate: Simple An
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Calculations Menu Original & Destin
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Calculations Menu Curve Calculator
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Calculations Menu Remove Previous U
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Calculations Menu Hinge Method The
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Calculations Menu However if we inc
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Calculations Menu As mentioned abov
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Calculations Menu Triangle Calculat
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Calculations Menu In the following
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Calculations Menu The Stack The sta
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Calculations Menu All data will rem
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Calculations Menu Add or subtract D
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Staking Menu Stake Alignment Use th
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Staking Menu Step 2a: Non Robotic T
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Staking Menu When you first see the
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Staking Menu You can use the Turn A
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Staking Menu Press OK to continue o
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Staking Menu Stationing - Relative
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Staking Menu Information This isn't
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Staking Menu Stake Pnt This will ta
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Staking Menu The different cut shee
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Staking Menu - 282 -
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Data Manager Menu Coordinate Databa
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Data Manager Menu - 286 -
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Data Manager Menu DXF Files You can
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Data Manager Menu You can load one
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Data Manager Menu File Settings Hig
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Data Manager Menu To use a surface
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Data Manager Menu Contour Interval
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Data Manager Menu Constrain volume
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Data Manager Menu From Main Menu |
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Data Manager Menu What happens when
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Data Manager Menu displayed at a ze
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Data Manager Menu Store If you high
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Import/Export Menu LandXML File (CO
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Import/Export Menu LandXML File (CO
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Import/Export Menu For all formats,
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Import/Export Menu • A GS record
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Import/Export Menu All items from t
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Import/Export Menu • Lines will b
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Import/Export Menu was created by u
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Import/Export Menu Function 1. Sele
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Import/Export Menu You can export a
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Import/Export Menu • Store Points
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Import/Export Menu When you import
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Total Station Reference TOTAL STATI
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Total Station Reference create a ne
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Total Station Reference For more in
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Total Station Reference Total Stati
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Total Station Reference Radio Setti
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Total Station Reference CR400 Angle
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Total Station Reference Radio Confi
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Total Station Reference Guide Light
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Total Station Reference - When usin
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Total Station Reference it will app
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Total Station Reference Instrument
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Total Station Reference instrument.
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Total Station Reference Auto-Center
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Survey Methods Menu SURVEY METHODS
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Survey Methods Menu Manual Distance
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Survey Methods Menu Turn -90° Pres
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GPS Reference GPS REFERENCE Startin
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GPS Reference Editing Profiles On t
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GPS Reference GPS Rover Profile The
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GPS Reference Baud Rate, Data Bits,
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GPS Reference Reference ID The Refe
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GPS Reference This is your maximum
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GPS Reference further device detail
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GPS Reference Measure This is the m
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GPS Reference When this option is u
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GPS Reference Example: You've local
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GPS Reference Press the View Plot b
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GPS Reference Link Configure This t
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GPS Reference see the "Sensor Confi
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GPS Reference For information on co
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GPS Reference Local Transformation
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GPS Reference Figure 2. Horizontal
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GPS Reference The GPS reference sta
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GPS Reference Figure 9: FieldGenius
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GPS Reference The GPS measured obse
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GPS Reference Figure 15. FieldGeniu
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GPS Reference Local Transformation
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GPS Reference To begin computing th
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GPS Reference Since this network is
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GPS Reference For the vertical comp
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GPS Reference bounding radius. Sele
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GPS Reference NOTE: the path shown
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Roads ROADS Roads Manager Main Menu
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Roads Manage Road The road settings
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Roads The C/L Editor can display a
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Roads Define Known Data You first h
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Roads Define Known Data To solve fo
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Roads Manual Entry - Vertical Profi
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Roads When you select to add a PVI
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Roads Unsymmetrical Parabolic Curve
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Roads Add Zones Many software progr
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Roads Note: Depending on what side
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Roads The original zone 3 has a con
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Roads If we check station 7+00 you
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Roads Press Ok to save the modifier
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Roads Please see the Stake Alignmen
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Roads Stake Station You can also ma
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Roads You will note that when a set
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Roads Stake from LandXML Cross Sect
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Roads Staking Method Turn an Angle:
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Roads Store Point When you are read
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Roads imaginary line between the tw
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Roads Hinge Point: This is the dist
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Roads The vertical distances that a
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Connecting to Computer CONNECTING T
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Connecting to Computer When communi
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Connecting to Computer You are now
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MicroSurvey FieldGenius 2012 - 465
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MicroSurvey FieldGenius 2012 OD: Of
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MicroSurvey FieldGenius 2012 OF,OL4
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MicroSurvey FieldGenius 2012 SD - S
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MicroSurvey FieldGenius 2012 TR,OP1
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MicroSurvey FieldGenius 2012 GM: GP
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MicroSurvey FieldGenius 2012 - 477
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MicroSurvey FieldGenius 2012 C Calc
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MicroSurvey FieldGenius 2012 Geoid
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MicroSurvey FieldGenius 2012 MO - M
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MicroSurvey FieldGenius 2012 RP - L
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MicroSurvey FieldGenius 2012 U Unit
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