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Roads Define Known Data You first have to define what known information you want to use to compute the curve. If you click on the drop down list you will see a list of all the options that can be used to compute the unknown values. Enter the Known Data Once you define the known data format, you will see grayed out fields which indicate they can't be edited. White areas indicate fields that can be edited, and these fields will match what you defined in the first step. 1. You always have to define the direction for the curve, either right or left. 2. Enter your know values. 3. You don't have to specify the PC point, the function will assume that you're beginning at the end of the last leg. 4. A PC Tangent direction will automatically be computed based on the previous tangent. You can always over ride this value if you need to define a non-tangent curve. 5. Press OK to save your inputted values, Cancel to exit without saving. Spiral Element When you select this option your will see the spiral editor. This will help you define a spiral segment for your alignment. - 420 -
MicroSurvey FieldGenius 2012 Define Known Data To solve for this type of element you need to know: • Spiral Direction • End Radius • Spiral Length In the editor, gray fields indicate fields that can not be edited. All other non gray fields can be edited by the user. Press OK to save your inputted values, Cancel to exit without saving. Spiral – Curve – Spiral When you select this option you will see the Spiral – Curve – Spiral editor. - 421 -
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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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Settings Menu For all future projec
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Settings Menu Horizontal Group This
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Settings Menu Delete User Defined T
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Settings Menu o Inverse Flattening
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Settings Menu This backup file stor
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Settings Menu Default Shortcut Keys
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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 Backsight Metho
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Survey Methods Menu 1. You can alwa
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Survey Methods Menu you will not se
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Survey Methods Menu BK,OP1,BP2,BS0.
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Survey Methods Menu The multi-set r
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Survey Methods Menu 5. You will aut
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Survey Methods Menu Once you're sat
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Survey Methods Menu Note: It is nor
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Survey Methods Menu r a This shot w
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Survey Methods Menu -- Observed Val
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Survey Methods Menu Update Backsigh
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Survey Methods Menu Angle (Center)
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Survey Methods Menu For example if
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Survey Methods Menu Up / Down Offse
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Survey Methods Menu Press OK to Sto
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Survey Methods Menu Line - Angle Of
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Survey Methods Menu Line - Distance
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Survey Methods Menu Note: You can i
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Survey Methods Menu Line - Perpendi
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Survey Methods Menu 2. The z value
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Survey Methods Menu Save Point This
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Survey Methods Menu Benchmark Metho
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Survey Methods Menu Note: You need
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Survey Methods Menu Point Scanning
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Survey Tools Menu SURVEY TOOLS MENU
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Survey Tools Menu Point ID Enter in
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Survey Tools Menu DTM Attribute: Us
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Survey Tools Menu Store+ This does
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Survey Tools Menu For starting a ne
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Survey Tools Menu Edit Record To ed
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Survey Tools Menu When you use the
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Survey Tools Menu Traverse Definiti
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Survey Tools Menu Total length This
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Survey Tools Menu from your instrum
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Survey Tools Menu Insert Pnt Specif
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Survey Tools Menu GPS Local Transfo
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Survey Tools Menu Parameters Origin
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Survey Tools Menu The 3D Transforma
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Survey Tools Menu You now have to d
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Survey Tools Menu Transform Points
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Calculations Menu CALCULATIONS MENU
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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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Page 372 and 373: GPS Reference This is your maximum
Page 374 and 375: GPS Reference further device detail
Page 376 and 377: GPS Reference Measure This is the m
Page 378 and 379: GPS Reference When this option is u
Page 380 and 381: GPS Reference Example: You've local
Page 382 and 383: GPS Reference Press the View Plot b
Page 384 and 385: GPS Reference Link Configure This t
Page 386 and 387: GPS Reference see the "Sensor Confi
Page 388 and 389: GPS Reference For information on co
Page 390 and 391: GPS Reference Local Transformation
Page 392 and 393: GPS Reference Figure 2. Horizontal
Page 394 and 395: GPS Reference The GPS reference sta
Page 396 and 397: GPS Reference Figure 9: FieldGenius
Page 398 and 399: GPS Reference The GPS measured obse
Page 400 and 401: GPS Reference Figure 15. FieldGeniu
Page 402 and 403: GPS Reference Local Transformation
Page 404 and 405: GPS Reference To begin computing th
Page 406 and 407: GPS Reference Since this network is
Page 408 and 409: GPS Reference For the vertical comp
Page 410 and 411: GPS Reference bounding radius. Sele
Page 412 and 413: GPS Reference NOTE: the path shown
Page 414 and 415: Roads ROADS Roads Manager Main Menu
Page 416 and 417: Roads Manage Road The road settings
Page 418 and 419: Roads The C/L Editor can display a
Page 422 and 423: Roads Define Known Data To solve fo
Page 424 and 425: Roads Manual Entry - Vertical Profi
Page 426 and 427: Roads When you select to add a PVI
Page 428 and 429: Roads Unsymmetrical Parabolic Curve
Page 430 and 431: Roads Add Zones Many software progr
Page 432 and 433: Roads Note: Depending on what side
Page 434 and 435: Roads The original zone 3 has a con
Page 436 and 437: Roads If we check station 7+00 you
Page 438 and 439: Roads Press Ok to save the modifier
Page 440 and 441: Roads Please see the Stake Alignmen
Page 442 and 443: Roads Stake Station You can also ma
Page 444 and 445: Roads You will note that when a set
Page 446 and 447: Roads Stake from LandXML Cross Sect
Page 448 and 449: Roads Staking Method Turn an Angle:
Page 450 and 451: Roads Store Point When you are read
Page 452 and 453: Roads imaginary line between the tw
Page 454 and 455: Roads Hinge Point: This is the dist
Page 456 and 457: Roads The vertical distances that a
Page 458 and 459: Connecting to Computer CONNECTING T
Page 460 and 461: Connecting to Computer When communi
Page 462: Connecting to Computer You are now
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Page 467 and 468: MicroSurvey FieldGenius 2012 OD: Of
Page 469 and 470: 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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