MicroSurvey 9 FieldGenius User Manual

MicroSurvey FieldGenius 9 (2017-08-25)
Copyright © 2017 MicroSurvey Software Inc.
All Rights Reserved
MicroSurvey End-User License Agreement
MICROSURVEY END-USER LICENSE AGREEMENT
This MicroSurvey End-User License Agreement ("Agreement") is a legal and binding agreement
between you ("Licensee") and MicroSurvey Software Inc., a BC corporation ("MICROSURVEY") concerning the use of the MicroSurvey products (the "Product"), the software provided in connection with
the use and operation of the Product, including firmware and stored measurement data (collectively
the "Software") and all related documentation provided in connection with the acquisition of the
Product ("Documentation"). The Software includes software owned by, and licensed from, third party
licensors.
By clicking the "I ACCEPT" check box and completing the process of installing the Software,
LICENSEE consents to and agrees to be bound by all of the terms and conditions of this Agreement.
BY CLICKING THE "I REJECT" CHECK BOX or IF LICENSEE disagrees with any of the terms or
conditions of this Agreement, LICENSEE IS not permitted to install and/or use the Software,
PRODUCT AND DOCUMENTATION. IF LICENSEE HAS ANY questions OR COMMENTS
CONCERNING THIS AGREEMENT LICENSEE MAY CONTACT MICROSURVEY AT Westbank,
BC Canada.
1. Title to Product and Rights to Use Software and Documentation. Title to the Product and
the rights to use the Software and Documentation are conditioned upon the payment of the
required purchase price and any applicable license and maintenance fees and Licensee's
acceptance of the terms and conditions of this Agreement.
2. License.
1. License Grant. MICROSURVEY hereby grants Licensee a nonexclusive, non-transferable, non-sublicensable right to (i) install and use one copy of the Software and Documentation on the Product and one copy for use on no more than one personal computer
simultaneously, and , (ii) to access the stored measurement data generated by the Software, for Licensee's own internal business purposes and in accordance with the terms
and conditions of this Agreement. MICROSURVEY also hereby grants Licensee a
nonexclusive, non-sublicensable right to reproduce the Documentation, solely as
necessary for Licensee's internal use of the Product and Software.
2. Conditions and Restrictions. The following conditions and restrictions apply to the
use of the Product, Software and Documentation:
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MicroSurvey FieldGenius
i. Licensee shall not, and shall not attempt to, reverse engineer, decompile, disassemble or otherwise attempt to identify the source code of any object code
portions of, distribute, modify, encrypt, or create derivative works of the Software, Documentation, and/or any stored measurement data in whole or in part,
including, but not limited to, stored measurement data.
ii. Licensee shall not use the Software or Documentation for any purpose not
expressly permitted by this Agreement.
iii. Licensee shall not copy any part of the Software, except that Licensee may
make one copy of the Software for backup purposes only.
iv. Licensee agrees not to remove or destroy any copyright, logo, trademark, trade
name, proprietary markings, or confidentiality legends placed upon or contained
within the Software or Documentation. Licensee shall not, and agree not to
assist others to, circumvent or disable the license provisioning technology for
the Software.
v. Licensee's license to the Software under this Agreement continues until it is terminated by Licensee or MICROSURVEY. Licensee may terminate the license
by discontinuing use of all or any of the Software and by destroying all Licensee
copies of the Software and Documentation.
vi. This Agreement will terminate automatically if (x) Licensee violate any of the
terms or conditions of this Agreement, (y) MICROSURVEY publicly posts a written notice of termination on its website www.microsurvey.com (that, or any successor site, the "Site"); or (z) MICROSURVEY revokes this Agreement or
issues a new agreement in writing or electronic form and conditions Licensee
continued use of the Software upon acceptance of the new agreement.
3. Ownership. All rights, title and interest in and to the Software and Documentation including,
without limitation, all copyright, patent, trade secret and other intellectual property rights shall
at all times remain the property of MICROSURVEY, it licensors, or its suppliers, as applicable. The Software and Documentation are licensed, not sold, and are protected by copyright
and other intellectual property laws and treaties. Licensee shall take appropriate steps reasonably calculated to notify others of MICROSURVEY and its licensor's/suppliers' ownership
of the Software and Documentation.
4. Warranty. MICROSURVEY warrants that the Product will, for 90 days after the Effective
Date (the "Warranty Period"), substantially conform to the Documentation; provided, that
Licensee must notify MICROSURVEY in writing of any breach of the foregoing warranty
within the Warranty Period. For any breach of the foregoing warranty reported during the Warranty Period, MICROSURVEY will use reasonable efforts to promptly correct such defect
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MicroSurvey End-User License Agreement
without further charge. If MICROSURVEY is unable to correct such defect, then
MICROSURVEY will refund the license fees paid for the Product. This represents
MICROSURVEY'S exclusive liability and Licensee's sole and exclusive remedy in the event
of a breach of the foregoing warranty.
5. Warranty Disclaimer. EXCEPT AS DESCRIBED IN SECTION 4 (WARRANTY),
MICROSURVEY HEREBY DISCLAIMS ALL WARRANTIES RELATING TO THE
PRODUCT, SOFTWARE, AND DOCUMENTATION, INCLUDING WITHOUT LIMITATION
THE IMPLIED WARRANTIES OF MERCHANTABILITY, NON-INFRINGEMENT AND
FITNESS FOR A PARTICULAR PURPOSE. MICROSURVEY DOES NOT REPRESENT
THAT THE OPERATION OF THE PRODUCT AND/OR SOFTWARE WILL BE
UNINTERRUPTED OR ERROR-FREE. WITHOUT LIMITING THE GENERALITY OF THE
FOREGOING, MICROSURVEY MAKES NO WARRANTY THAT: (A) OPERATION OF
THE PRODUCT AND/OR SOFTWARE WILL BE UNINTERRUPTED OR ERROR-FREE,
(B) THE PRODUCT AND/OR SOFTWARE WILL MEET LICENSEE SPECIFIC NEEDS,
(C) SPECIFIC RESULTS WILL BE ACHIEVED WITH THE PRODUCT AND/OR
SOFTWARE, OR (D) ALL ERRORS OR FAILURES WILL BE CORRECTED. IN NO
EVENT SHALL MICROSURVEY'S, ITS LICENSORS', OR ITS SUPPLIERS' LIABILITY TO
LICENSEE FOR THE PRODUCT AND/OR SOFTWARE, WHETHER BASED ON
CONTRACT, TORT, WARRANTY, OR ANY OTHER LEGAL THEORY, EXCEED THE
AMOUNT OF PURCHASE PRICE PAID FOR THE PRODUCT AND ANY RELATED
LICENSE OR MAINTENANCE FEES PAID BY LICENSEE.
6. Exclusion of Damages. TO THE MAXIMUM EXTENT PERMITTED BY APPLICABLE
LAW, IN NO EVENT SHALL MICROSURVEY, ITS LICENSORS, OR ITS SUPPLIERS BE
LIABLE FOR ANY SPECIAL, INCIDENTAL, PUNITIVE, INDIRECT, OR
CONSEQUENTIAL DAMAGES WHATSOEVER (INCLUDING, BUT NOT LIMITED TO,
DAMAGES FOR LOSS OF PROFITS OR OTHER DATA OR INFORMATION, OR FOR
BUSINESS INTERRUPTION) ARISING OUT OF OR IN ANY WAY RELATED TO THE
USE OF OR INABILITY TO USE THE PRODUCT AND/OR SOFTWARE, EVEN IN THE
EVENT OF THE FAULT, TORT (INCLUDING NEGLIGENCE), STRICT LIABILITY,
BREACH OF CONTRACT OR BREACH OF WARRANTY OF MICROSURVEY, ITS
LICENSORS OR ANY SUPPLIERS, AND EVEN IF MICROSURVEY OR ANY of ITS
LICENSORS OR SUPPLIERS HAVE BEEN ADVISED OF THE POSSIBILITY OF SUCH
DAMAGES. BECAUSE SOME JURISDICTIONS DO NOT ALLOW THE EXCLUSION OR
LIMITATION OF LIABILITY FOR CONSEQUENTIAL OR INCIDENTAL DAMAGES, THE
ABOVE LIMITATION MAY NOT APPLY TO LICENSEE.
7. Limitation of Liability. NOTWITHSTANDING ANY DAMAGES THAT LICENSEE MIGHT
INCUR FOR ANY REASON WHATSOEVER (INCLUDING, WITHOUT LIMITATION, ALL
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MicroSurvey FieldGenius
DAMAGES REFERENCED ABOVE AND ALL DIRECT OR GENERAL DAMAGES), THE
ENTIRE LIABILITY OF MICROSURVEY AND ANY OF ITS LICENSORS OR SUPPLIERS
UNDER ANY PROVISION OF THIS AGREEMENT AND LICENSEE EXCLUSIVE
REMEDY FOR ALL OF THE FOREGOING SHALL BE LIMITED TO THE AMOUNT
ACTUALLY PAID BY LICENSEE FOR THE PRODUCT AND ANY RELATED LICENSE
OR MAINTENANCE FEES PAID BY LICENSEE. THE FOREGOING LIMITATIONS,
EXCLUSIONS AND DISCLAIMERS (INCLUDING SECTIONS 5 AND 6 ABOVE) SHALL
APPLY TO THE MAXIMUM EXTENT PERMITTED BY APPLICABLE LAW, EVEN IF ANY
REMEDY FAILS ITS ESSENTIAL PURPOSE. LICENSEE ACKNOWLEDGES THAT (A)
THE PROVISION OF THE PRODUCT AND SOFTWARE IS CONDITIONAL UPON
MICROSURVEY EXCLUDING AND/OR LIMITING ITS AND ITS LICENSORS' AND
SUPPLIERS' LIABILITY TO LICENSEE IN ACCORDANCE WITH THIS AGREEMENT,
AND (B) THE EXCLUSIONS AND LIMITATION CONTAINED IN THIS AGREEMENT ARE
FAIR AND REASONABLE IN ALL THE CIRCUMSTANCES KNOWN AT THE DATE OF
THIS AGREEMENT.
8. Indemnification. Licensee agrees to defend, indemnify and hold MICROSURVEY, its affiliates, distributors, licensors, and suppliers harmless from and against any and all losses, damages, costs or expenses (including reasonable attorney's fees) (a) suffered by Licensee
related in any way to the Product, Software, or this Agreement and/or (b) related to any claim
or demand made by any third party in connection with or arising out of (i) any breach by
Licensee of any of the terms and conditions of this Agreement, (ii) Licensee use or misuse of
the Product or Software, (iii) Licensee violation of applicable laws, and/or (iv) Licensee violation of the rights of any other person or entity. MICROSURVEY reserves the right, at its own
expense, to assume the exclusive defense and control of (but not liability for) any matter otherwise subject to indemnification by Licensee. Licensee will be liable to MICROSURVEY for
reasonable attorney's fees in any such case.
9. Support.
a. General. Except as set forth in Section 9(b) (Website Support) and 9(c) (Contract Support), MICROSURVEY shall have no obligation under this Agreement to maintain or
support the Software. Licensee may contact MICROSURVEY to inquire about
MICROSURVEY'S commercially available support and maintenance services
provided pursuant to separate agreements. This Agreement shall not obligate either
party to enter into any such separate agreement. Any updates or error corrections to the
Software that may be provided to Licensee from time-to-time, if any, shall be deemed
Software hereunder and shall be licensed to Licensee under the terms and conditions of
this Agreement. If any such updates or error corrections are made available to
Licensee, then Licensee shall promptly (a) implement such updates or error
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MicroSurvey End-User License Agreement
corrections, (b) cease using the earlier versions without such updates or error corrections, and (c) make such updates or error corrections available to the users of the
earlier versions. Licensee shall be solely responsible for procuring all hardware and
third-party software necessary to operate the Software.
b. Website Support. MICROSURVEY will use reasonable commercial efforts to host and
maintain a web site (the "Support Site") for the Software during its commercial life (as
reasonably determined by MICROSURVEY) that will include some or all of the following features:
l
l
l
l
A "Frequently Asked Questions" section with answers to common questions
about the Software.
A searchable "Helpdesk" section with general user instructions and information
about the Software.
A link to allow end users of the Software to download any bug fixes, error corrections or other updates to the Software that MICROSURVEY may make available through the Site.
"Contact MICROSURVEY" electronic response capability. MICROSURVEY
will use reasonable commercial efforts to respond within two (2) business days
to a customer inquiry received via this system. Answers to such inquires will be
added to the FAQ's, as appropriate.
c. Contract Support. Upon mutual agreement in writing between Licensee and
MICROSURVEY, or between Licensee and one of MICROSURVEY'S authorized
resellers, MICROSURVEY will provide contracted support services to Licensee as
may be agreed upon and related to the Software.
10. Term and Termination.
a. This Agreement is effective until terminated. Licensee may terminate this Agreement at
any time, with or without cause, upon notice to MICROSURVEY. MICROSURVEY
may terminate this Agreement for Licensee's breach of this Agreement.
b. Upon termination of this Agreement, Licensee shall immediately cease all use of the
Software and Documentation and return to MICROSURVEY all copies of thereof within
five (5) days after such termination. Upon MICROSURVEY'S request, Licensee will
certify in writing to MICROSURVEY that all such copies have been returned to
MICROSURVEY. The following provisions of this Agreement shall survive termination
or expiration of this Agreement: Sections 2(b) (Restrictions), 3 (Ownership), 5 (Warranty Disclaimer), 6 (Exclusion of Damages), 7 (Limitation of Liability), 10 (Term and
Termination), and 11 (General).
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MicroSurvey FieldGenius
11. General.
a. Assignment. MICROSURVEY may assign this Agreement without notice to
Licensee. Licensee shall not assign this Agreement or transfer any of the rights, duties,
or obligations arising under this Agreement without the prior written consent of
MICROSURVEY. This Agreement shall be binding upon, and inure to the benefit of, the
permitted successors and assigns of the parties thereto.
b. Amendments; Modifications. Notices of changes to this Agreement or other matters
may be made to Licensee by displaying notices or links to notices to Licensee generally
on the Site.
c. Governing Law; Forum; Attorney's Fees, Injunctive Relief. The terms of this Agreement shall be construed and governed exclusively by the laws of the province of British
Columbia, excluding the application of its conflict of law provisions and rules. Any dispute, controversy or claim between the parties arising out of or relating to this Agreement or a breach of this Agreement shall be settled pursuant to the terms of this
Section 11(c) by arbitration before three neutral arbitrators (selected from a panel of persons having experience with and knowledge of the computer business), provided at
least one of which arbitrators shall be an attorney, and administered by the Arbitrators
Association of British Columbia in accordance with its Commercial Arbitration Rules in
Kelowna, British Columbia. Any provisional or equitable remedy which would be available from a court of law shall be available from the arbitrators to the parties. Judgment
upon the award of the arbitrators may be enforced in any court having jurisdiction
thereof. The parties hereby consent to the non-exclusive jurisdiction of the courts of the
Province of British Columbia for any action (i) to compel arbitration, (ii) to enforce the
award of the arbitrators or (iii) prior to the appointment and confirmation of the arbitrators, for temporary, interim or provisional equitable remedies, and to service of process in any such action by registered mail, return receipt requested, or by any other
means provided by law. The application of the United Nations Convention of Contracts
for the International Sale of Goods is expressly excluded.
d. Severability. The illegality, invalidity or unenforceability of one or more provisions of
this Agreement shall not affect the legality, validity or enforceability of any other provision, and this Agreement shall be construed in all respects as if such illegal, invalid or
unenforceable provision were deemed amended to achieve as near as possible the
same economic effect as the original in a legal, valid and enforceable manner if possible.
e. Further Relationships. Neither party is obligated by this Agreement to enter into any
further business relationship after the termination or expiration of this Agreement.
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MicroSurvey End-User License Agreement
f. Notices. All notices under this Agreement shall be in writing, and shall be deemed
given when personally delivered, when received if by nationally recognized courier, or
three days after being sent by postage prepaid, certified or registered Canadian Mail, as
applicable, to MICROSURVEY at MICROSURVEY's address as set forth herein or to
Licensee at the address that Licensee provided upon entering into this Agreement, or
such other address as a party last provided to the other by written notice.
g. Independent Contractor. MICROSURVEY and Licensee are independent contractors. No partnership, joint venture, or other joint relationship is created by this Agreement.
h. Entire Agreement. This Agreement represents the entire agreement between the
parties relating to its subject matter and supersedes all prior representations, discussions, negotiations and agreements. All changes, modifications, additions or deletions shall be effective immediately upon notice thereof, which may be given by means
including, but not limited to, posting on the Site, or by electronic or conventional mail, or
by any other means by which Licensee may obtain notice thereof. Use of the Product
and/or Software after such notice constitutes acceptance of such changes, modifications or additions. This Agreement may be amended at any time by mutual agreement of the parties.
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Technical Support
TECHNICAL SUPPORT
MicroSurvey Software Technical Support is available to help you get the most out of your MicroSurvey program. The following information explains how to prepare for your call so that your inquiry can
be answered promptly and accurately.
Please prepare yourself before you call for Technical Support
Take a few minutes before you place your call to check the printed documentation and the online help
files to see if the answer is already at your disposal. Our Web site on the Internet can also save time.
Please check it for assistance if you can. Please have the following information available if requested: Hardware model, version of the program, and your Technical Support Number.
Please make sure that you have all the steps you completed prior to your problem and can explain
them to the technical support representative. We may ask that you forward a copy of your data to us if
we cannot find the problem immediately.
MicroSurvey offers a 90-day complimentary support period to all of our registered users, starting the
date of purchase. Introductory support is available weekdays between 8:00 am and 5:00 pm (Pacific
Time) excluding holidays.
Yearly Support
For clients who have had their original 90-day complimentary support period expire and feel that they
will need ongoing support over the next year, we have a Yearly Support Contact option available. This
gives you the ability to contact us for technical support, as much as you require, and you pay a flat fee
once a year. This option is not to be used in place of training but is to assist you on the occasions
when you really need it. The charge for the Yearly Support Contract is to be billed and paid for prior to
the support commencing. This rate is subject to change, call for current rates.
Electronic Support
MicroSurvey maintains and provides at no charge, our Internet Web site at the following address:
http://helpdesk.microsurvey.com
This web site has sections on frequently asked questions, Technical Notes, Technical Specifications, and as required, free updates and program fixes, along with a lot of other helpful information.
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MicroSurvey FieldGenius
Training
MicroSurvey Software Inc. can provide training to you, in your office or in a classroom situation
(where facilities and numbers allow. MicroSurvey has training staff that will travel to almost anywhere
and provide you with the professional skills you require to operate your MicroSurvey program. Please
feel free to call and ask for a quotation or inquire about potential classroom situations. Your local
dealer may also be able to setup or arrange a training session for you. Contact our head office for
more information about training.
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MicroSurvey Contact Information
MICROSURVEY CONTACT INFORMATION
Corporate Head Office
MicroSurvey Software Inc.
205 – 3500 Carrington Road
Westbank, BC V4T 3C1
Canada
Office Hours: 8:00 am to 5:00 pm (Pacific Time)
(Monday to Friday, except holidays)
Sales & Technical Support 1-800-668-3312
International Voice: +1 250 707 0000
Fax: (250) 707-0150
Internet
Website: http://www.microsurvey.com/
Support Helpdesk: http://helpdesk.microsurvey.com/
General Information E-Mail: [email protected]
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Table of Contents
TABLE OF CONTENTS
MicroSurvey End-User License Agreement
2
Technical Support
9
MicroSurvey Contact Information
11
Table of Contents
12
Getting Started
23
Introduction
23
Hardware Requirements
23
Installing FieldGenius
24
Starting FieldGenius
24
Registration & Demo Mode
24
Activation
25
Product Registration
26
Available Modules
26
Run Demo Mode
27
Retrieve Lost Key Codes (passwords)
27
Technical Support
27
Project Manager
27
Project Review
29
Quick Start: Open Existing Project
30
Quick Start: New Project
33
Common FieldGenius Buttons
40
FieldGenius Project Files
41
Automatic Save
42
Data Entry (Extended Edit Fields)
42
Keypad
43
Distance Entry & Recall
45
Distance Entry
45
Distance Recall
45
Unit Modifiers
45
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MicroSurvey FieldGenius
Distance Entry Examples
46
Using Math Operations
48
Direction Entry & Recall
Direction Entry
49
Direction Recall
49
Unit Modifiers
49
Direction Entry Examples
50
Using Math Operations
53
Main Interface
Two Versions of the User Interface
54
54
Portrait Display
55
Landscape Display
56
Toolbars
56
Display Toolbar
56
Observation Toolbar
58
3D View Toolbar
59
Total Station Toolbar
61
Robotic Total Station Toolbar
62
GNSS Toolbar
65
Disto/Laser Toolbar
67
Topo Toolbar
68
Mini Toolbar
71
Map Select Toolbar
71
Points & Figures
Points
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49
73
73
Point Labels
73
Editing Single Points
73
Working with Multiple Points
73
Point Toolbar
73
Select Point Toolbar
75
Point Averaging
76
Table of Contents
Partition Lines/Arcs
80
AutoMap Library
81
Feature List
85
Notes
87
Lines and Figures
90
Active Linework
90
Figures
92
Line Toolbar
93
Select Line Toolbar
95
Figure List
96
Using Active Figures
98
Figure Direction Marker
101
New Figure
102
Switching Active Figures
103
3-Point Arcs
105
Splines (Curvy) Figures
107
Closing Figures
108
End (complete) a Figure
109
Re-Activating Figures
109
Deleting Figures
111
Draw Option Defaults
112
Drawing Tool
114
Smart Tags
119
Main Menu
121
Project Manager
123
Settings Menu
125
Options
126
Unit Settings
141
Coordinate Systems
144
Keyboard Shortcuts
152
Language Selection
154
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MicroSurvey FieldGenius
AutoMap Library
155
GroupCode Editor
155
Feature List Editor
162
Project Information
162
About FieldGenius
163
Measure Modes (Total Station)
Setup & Check
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165
168
Backsight by 1 Point or Direction
168
Backsight Measure Modes
171
Backsight Summary
172
Multiple Backsight
175
Resection
178
Observe Benchmark
183
Check Backsight
185
Check Point
187
Temporary (No Store)
188
Sideshot
189
Sideshot (Auto Store)
190
GroupCode
191
GroupCode (Auto)
194
Multi-Set
194
Staking
200
Offsets
200
Distance Offset
200
Horizontal Angle Offset
202
Vertical Angle Offset
205
Line - Distance Offset
206
Add Invert
210
Intersections
211
Two Line Intersection
211
Line - Angle Intersection
213
Table of Contents
Line - Perpendicular Point
214
Trilateration
217
Vertical Plane Projection
219
Point Scanning
222
Manual
234
Manual Entry
234
Manual Distance
235
Measure Modes (GNSS Reference)
236
Overview
237
Known Geodetic Position
237
Averaged Geodetic Position
238
Local Transformation to Point
239
Measure Modes (GNSS Rover)
242
Standard Measurement
243
Offset Measurement
244
Tilt Offset Measurement
247
Auto Record Points
249
Staking
250
Local Transformation Point
250
GroupCode
253
Check Point
255
Trilateration
257
Add Invert
259
Measure Modes (Disto/Laser)
261
Quick Setup
265
Backsight Baseline
266
Survey Tools
272
Store / Edit Points
273
Drawing Tool
277
Delete Last Saved Point
281
Raw File Viewer
281
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MicroSurvey FieldGenius
COGO History Viewer
284
Traverse Report
285
Traverse Adjustment
GNSS Local Transformation
291
Overview
291
Transformation Setup
295
Modify Parameters
296
Modify Control
300
Bolt Patterns
303
Add Raw File Note
306
View Averaged Points
307
Calculations
308
Inverse
309
Traverse / Intersection
312
Offset Intersection
316
Station/Offset
317
Rotate/Translate/Scale Points
321
Apply User Defined Parameters
321
Apply Control Calculated Parameters
326
Curve Calculator
333
Area Calculator
335
Triangle Calculator
345
Coordinate Calculator
347
Scientific Calculator
349
Instrument Selection
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290
356
Total Station
357
GNSS Reference / GNSS Rover
357
Disto/Laser
357
Simulators
357
GNSS Rover Demo
357
Total Station Demo
357
Table of Contents
None
Staking Menu
358
359
Stake Points
360
Staking Toolbar
364
Stake Line/Arc
369
Stake Line
369
Stake Arc
372
Stake Alignment
373
Stake Surface
374
Stake Elevation
376
Staking List
377
Auto-Locate - Point On Wall
381
Auto-Locate - Point On Floor or Ceiling
384
Auto-Locate - Pipe Through Wall
388
Import / Export
Points / Observations
391
393
ASCII Coordinate Import
393
ASCII Coordinate Export
396
SIMA Import
400
SIMA Export
400
SDR Export
400
Fieldbook Export
401
Export CR5 (Sequential)
402
GNSS Survey Report
402
CAD / LandXML / Templates
403
DGN/DXF/DWG Import
403
DXF/DWG Export
404
LandXML Import
406
LandXML Export (Points and Chains)
409
Import Template
409
Export Template
412
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MicroSurvey FieldGenius
Cut Sheet Reports
413
GIS Files
416
Shapefile Import
416
Shapefile Export
416
KML Export
417
Coordinate Systems
Data Manager Menu
419
Point Database
420
Map Data Layers
422
Surfaces
430
Import DTM Surface File (QSB)
441
Parcels Manager (XML)
442
Roads Manager
444
Manage Road
446
Manual Entry - Alignment C/L
447
Manual Entry - Vertical Profile
454
Manual Entry - Template
463
Advanced Template Editing
467
LandXML Cross Sections
473
Alignment DTM Surface
474
Alignment Staking - Part 1
475
Alignment Offset Staking
484
Alignment Slope Staking
489
Total Station Reference
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417
496
Make and Model Settings
496
Total Station Profile
496
Model and Communication
497
Radio Configuration
499
EDM Settings
501
Measurement Tolerance
502
Search Settings
503
Table of Contents
Conventional Total Station
505
Total Station Profile
506
Connect to Instrument
506
Getting Started
507
Robotic Total Station
507
Create Total Station Profile
507
Connect to Instrument
511
Getting Started
511
No Communication
511
Total Station Settings
511
Rotate Instrument
513
Check Level
515
Basic Measure
516
Target Manager
517
Target Manager: Backsight
517
Target Manager: Foresight
518
Prism Selection Window
520
Target List
520
New Target
522
Edit Target
523
Default Settings
524
Target Manager: Leica Instruments
527
Target Manager: Backsight
527
Target Manager: Foresight
528
Target List: Leica
530
New Target: Leica
531
Edit Target: Leica
533
Default Settings: Leica
535
GNSS Reference
538
Create/Edit GNSS Profile
538
Select GNSS Profile
538
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MicroSurvey FieldGenius
GNSS Reference Profile
539
GNSS Rover Profile
540
GNSS Model and Communication
542
GNSS Tolerance Settings (Reference)
544
GNSS Tolerance Settings (Rover)
545
GNSS Antenna Height
548
Overview - Reference Receiver
549
Overview - Rover Receiver
550
Profile and Coordinate System Files
550
Rover Connection Procedure
551
Electronic Bubble / Tilt Survey
551
Reference and Rover Common Tools
556
Correction Link
556
GNSS RTCM Transformation
557
Correction Information
558
GNSS Satellite Plot
559
GNSS Satellite List
560
GNSS Settings
561
Sensor Information
566
Position Information
567
Raw Data Logging
568
Command Console
570
Disto/Laser Reference
572
3D Disto
572
S910 Disto
576
Bluetooth Disto
577
Connecting to Computer
Microsoft ActiveSync / Windows Mobile Device Center
578
Installing ActiveSync / Windows Mobile Device Center
578
Connecting ActiveSync / Windows Mobile Device Center
579
MicroSurvey Transfer
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578
582
Table of Contents
Synchronize
RAW File Reference
Raw File Record Types
583
584
584
Conventional Raw Data Records
584
GPS Raw Data Records
591
Index
596
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Getting Started
GETTING STARTED
Introduction
MicroSurvey FieldGenius was designed for Land Surveying, Civil Engineering, Seismic Surveying,
and Construction Staking professionals to provide unequalled data collection simplicity and field calculating performance.
The Graphic User interface allows you to build the drawing as you measure, providing you with
instant visual confirmation of accurate data collection and survey calculations. It includes the ability
to draw linework as you measure from point to point without the need for cumbersome line coding.
FieldGenius takes advantage of the Windows CE touch screen capability by allowing you to tap
points and lines in your drawing to open toolbars with all the function you need instantly. Functions
that are not available directly from FieldGenius graphics display are available from a simple main
menu which is organized by task. Please spend some time looking over this document or watch our
movies to become familiar with the functionality of FieldGenius.
Once you've collected your data in the field you can export it directly out of FieldGenius using many
different file types such as ASCII, DXF, XML, SDR, or ESRI Shapefiles. If you have MicroSurvey
CAD or inCAD desktop software, then you can read your FieldGenius projects into it directly.
FieldGenius raw file is based on the popular industry-standard TDS RW5 format which means you
probably already have software that can import this raw file type and process it. This means you don't
need to purchase expensive products to process your FieldGenius projects.
Importing data into FieldGenius is just as easy as exporting. You can import ASCII, XML and DXF
files directly into FieldGenius.
Our instrument control is easy to use and very powerful. Access to your instrument controls is available on the main interface at all times so there is no need to swap to other screens or menus.
As always, MicroSurvey welcomes your comments and suggestions for our products.
Hardware Requirements
FieldGenius can be installed on various Windows Mobile, WinCE, and Windows Tablet/PC devices.
Please visit the Hardware Support page for a list of supported devices. If in doubt, please contact
Technical Support.
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MicroSurvey FieldGenius
Installing FieldGenius
If you purchased a new data collector with FieldGenius, FieldGenius will most likely come pre-loaded
on it.
If you are installing FieldGenius yourself onto an existing data collector, please confirm that your hardware is supported by FieldGenius. If you're reading this topic then you probably already know if
FieldGenius will run on your data collector. If you're not sure, you can refer to the hardware requirements topic or call our technical support department.
To install onto your data collector you need to make sure you have a Microsoft ActiveSync or Windows Mobile Device Center connection established between your computer and your data collector.
To install FieldGenius onto your device you will need to download the installation files from our website at http://helpdesk.microsurvey.com/.
Starting FieldGenius
During install, shortcuts are created and will be located in either your Start Menu, or Start Menu | Programs, or directly on your desktop. Simply press the shortcut to start the program.
Auto Repair
Upon start-up FieldGenius checks the registry for corruption, and also checks to make sure important
system files are where they need to be for FieldGenius to run properly. If it detects any problems, it
will automatically fix them for you.
Hard Reset or Battery Drain
In these scenarios as with other software, you would usually have to re-install your software.
However, because FieldGenius can repair itself all you need to do is use the File Explorer or My Computer program on your data collector to browse to where FieldGenius is installed and find the programs folder. In there, if you run the "splash" program it will automatically fix all problems and reinstall your shortcuts for you.
The splash program will be an executable file and it will include the word "splash" in it. For example on
a Windows Mobile device, the file is called SplashWM6.exe.
Registration & Demo Mode
When you start FieldGenius for the first time you will see the registration screen which will list the
Device ID. This ID is unique for each device that FieldGenius is installed on.
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Getting Started
Activation
To activate FieldGenius you need access to the Internet. With your purchase you should have
received a serial number (also known as a Globally Unique ID, or GUID) that you will need along with
the Device ID generated by FieldGenius.
A typical serial number will look something like the following:
D9C83164-FB0E-4713-B457-CE593EFEA296
A typical Device ID will look something like the following:
F011-F38C-4421-B482
Step 1
From a computer that has access to the internet, please visit the following web page:
www.microsurvey.com/register
Follow the instructions on the FieldGenius registration pages.
NOTE: Your GUID is valid for only one activation.
Step 2
Using the Key generated by the online registration system, enter the key values into FieldGenius.
When done, press the Apply Key. You will see the words "Activation Key Valid" and it will list the modules that were registered. The Run Demo Mode button will also change to say Continue.
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MicroSurvey FieldGenius
More Help or Purchase
HELP: For online help, click here.
To purchase FieldGenius please call MicroSurvey Software at 1-800-668-3312.
Product Registration
To receive news and notifications about your product, please register your software at:
www.microsurvey.com/reg
Available Modules
There are several modules available for use on a data collector and they're as follows:
l
Standard - Real-time Automated Linework, COGO Calculations, Traverse Closure and Adjustments, ASCII/DXF Import/Export, MicroSurvey Transfer, and more!
l
Total Station - Adds non-robotic total station control.
l
GNSS - adds RTK GNSS control, Coordinate Calculator, GNSS Local Transformations.
l
Advanced - adds Surface Modeling, Roading, LandXML, GIS Attribute Collection, Predetermined Area Calculations
l
Robotic - adds Robotic Total Station control.
l
MEP - adds Auto-Locate capabilities.
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Getting Started
Run Demo Mode
To run FieldGenius in demo mode press the Run Demo Mode button.
In Demo mode, FieldGenius is limited to storing only 30 points each time it is run, but otherwise it is
fully functional.
Retrieve Lost Key Codes (passwords)
The key code that was generated for a serial number can be accessed from the online registration
page www.microsurvey.com/register. Just enter the serial number you which to retrieve the key code
for and the key code and the Device ID it is assigned to will be displayed.
Technical Support
If you need help with FieldGenius please contact Technical Support.
Project Manager
Main Menu | Project Manager
The Project Manager is used to create, open, or delete Projects stored on your data collector. When
you start FieldGenius this is always the first screen you will see.
You can sort the list by Project name or date by tapping on the column's header.
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MicroSurvey FieldGenius
FG Projects Folder
Press this button to specify a different Project folder than the default. The default is ...\MicroSurvey\FieldGenius\FG Projects\ (Windows CE/Mobile) or ...\Documents\MicroSurvey\FieldGenius\FG Projects\ (Windows Tablet/PC). Once you set the directory it
is written to the MSurvey.ini file and is used for all subsequent Projects.
Delete Project
To delete a Project, pick the Delete trash can icon next to the Project Name. You will be asked to confirm that you really want to delete the Project.
Notes:
- You cannot delete a Project that is currently open
- Projects that have been deleted cannot be restored
Open Project
To open an existing Project, simply select it in the list and press the Open button.
Review & Open Project
To review and open an existing Project, simply select it in the list and press the Review & Open button. This option will display the Project files used with the Project.
New Project
To create a new Project, simply press the New Project button. You will then see the New Project
screen which will allow you to enter a name, choose your AutoMap library and set the units for the Project.
Exit
To exit from the Project Manager press the Exit button.
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Getting Started
Project Review
When you create a new Project or open an existing Project; you will have the option to review the Project Files screen.
Here you can confirm the files associated with the Project and change or add files as needed.
Set Active Raw File
This indicates the name of the raw file that is going to be used. You can select a different one by
pressing the button and either generate a new raw file name or choosing an existing raw file to open.
The Encrypted option indicates whether or not this raw file is encrypted. You can only change this
option when creating a new Project; once set, this option cannot be undone. Encrypting the raw file
ensures that users cannot accidentally or intentionally edit their raw files with a text editor or other
software. The state of the encryption toggle is retained for subsequent new Projects.
Note:
At this time, no other applications besides FieldGenius 7 (or newer) and MicroSurvey
CAD 2014 (or newer) can read an encrypted raw file. Previous versions of MicroSurvey CAD, inCAD, and FieldGenius will not be able to read FieldGenius encrypted raw
files.
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MicroSurvey FieldGenius
Set Project AutoMap
This indicates the AutoMap Library Template that will be loaded into the Project. You can change it by
pressing the button and either choosing a different template library or creating a new blank library.
AutoMap files contain pre-defined descriptions that can be used in FieldGenius. The template library
that you select will be copied into the Project's folder with a name of ProjectName_automap.csv, and
any changes that you make to the AutoMap Library will affect only the Project library, not the template
library.
Set Feature File
Use this to select a feature list that you want to use with the Project, for collecting GIS point attributes.
Quick Start: Open Existing Project
Start FieldGenius by running the icon contained either in your Start Menu or on the Desktop of your
data collector.
If you start FieldGenius in demo mode, the first screen you will see is the About screen, where you
can enter a registration code to license your copy of FieldGenius. Press the Run Demo Mode button
if you see this screen.
- 30 -
Getting Started
By default a Project named FG Sample is installed. For this example let's open it by highlighting it
and pressing the Open button. You can also double tap the file name which will also open it. Use the
Review & Open button to also review the Project files of the Project.
If you picked the Review & Open option; you will be able to review the Project files associated with
the Project and make any changes if needed.
FieldGenius will then check to see if the Project has a previous instrument setup. If one is found you
will be asked if you would like to reuse it.
The main menu will then be displayed. Press the button to access the map screen, or use any of the
available menu commands.
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MicroSurvey FieldGenius
You may see an option to reconnect to the previous instruments on the instrument toolbar. If you are
using the same equipment, press Reconnect.
The Map screen will then be displayed. You should now see your Project, here is what the FG Sample
Project should look like:
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Getting Started
Quick Start: New Project
Start FieldGenius by running the icon contained either in your Start Menu or on the Desktop of your
data collector.
When you start FieldGenius in demo mode the first screen is the About screen, where you can enter a
registration code to license your copy of FieldGenius. Press the Run Demo Mode button if you see
this screen.
Next, the Project Manager appears. Press the New Project button to create a new Project.
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MicroSurvey FieldGenius
Enter a name for your new Project. You can press OK to accept the settings and continue. If you
need to change any of the settings, press the Project Settings button.
Project Settings
The Project Setting screen allows you to refine the various aspects of the Project and save them as
default for future Projects if desired.
- 34 -
Getting Started
Units and Scale
In the Units and Scale screen, you can specify the units for your Project. Set them as desired, then
use the Save As Default button to set these settings as defaults for all subsequent new Projects.
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MicroSurvey FieldGenius
Coordinate System
The Coordinate System screen allows you to select Horizontal and Vertical coordinate systems.
These settings are critical for working with GNSS equipment. Use the Save As Default button to set
these settings as defaults for all subsequent new Projects.
Project Files
The Project Files screen allows you to specify the Raw File, the AutoMap Library Template File, and
Feature List File to use, and whether you want your raw file to be encrypted and/or appended.
- 36 -
Getting Started
Project Information
The Project Information screen allows you to enter information about the Project, crew and weather
conditions.
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MicroSurvey FieldGenius
Press OK on the New Project screen. You will then see the Instrument Selection screen where you
are prompted to select the instrument that you want to connect to. Let's set it to Simulator and select
Total Station Demo in the Instrument Profile drop down box. Then press Connect to continue.
(Note, you will not see this screen if FieldGenius is running onboard your instrument.)
If you selected Total Station or Total Station Demo, you will then see a message asking "Would you
like to create a new point now?" Press Yes to open the Store / Edit Points screen. The default
coordinates that are displayed are retrieved from the MSurvey.ini file and if you change these coordinates they will be remembered for next time. Selecting No will take you to the main interface.
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Getting Started
If you chose to create a reference point in the step above, you will be asked "Would you like to
setup the instrument at the new point?" Press Yes to open the Orientation Setup screen for
measuring your backsight.
Once you complete the setup routine and have measured your backsight, you will see your setup and
backsight positions in the map view.
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MicroSurvey FieldGenius
Common FieldGenius Buttons
The FieldGenius interface has a consistent structure and to use it effectively the user needs to
become familiar with several commonly used buttons.
Clicking on this button will open up the keypad.
Clicking on this button will open up the Windows Start Menu.
Available on Pocket PC and Windows Mobile devices only.
Clicking on this button will open up the RPN Calculator.
Clicking on this button will open up the help page for whatever
topic you are currently at. The help page will open up in an Internet Explorer window.
- 40 -
Getting Started
This button will take you back to the previous menu until you are
back at the main menu.
This button will take you back to the map screen.
This button will save your Project and close FieldGenius.
This button will accept the input or changes, then continue to the
next screen or finish the command.
This button will close the current screen and return you to the previous screen without saving any changes.
Pressing this will close the currently open toolbar and return you
to the previous screen.
Pressing this will open the Point Chooser toolbar.
FieldGenius Project Files
Every FieldGenius Project will contain usually 7 files, but may contain more depending on what files
you've exported or copied to the directory. Typically you will see that the file names will begin with the
name of your Project.
Filename.cdx
Filename.dbf
Filename.ini
Filename.raw
or Filename.rae
This is the index for the database file.
This is the database file that contains your coordinate information.
This file contains information pertinent to your Project.
This is the raw file that contains your observations. If the raw file is encrypted it
will have a .rae extension. Note you can have more than one raw file.
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MicroSurvey FieldGenius
Filename_figures.dbf
Filename_figures.cdx
Filename_
automap.csv
This is the database for your figures in your Project.
This is the index file for the figures database.
This is the AutoMap Library for your Project.
When you create a new Project, the Project name that you use will become the "folder" for your Project files. By default, your Project will be stored in the ...\MicroSurvey\FieldGenius\FG Projects\ (Windows CE/Mobile) or ...\Documents\MicroSurvey\FieldGenius\FG Projects\ (Windows Tablet/PC)
directory.
Note:
After creating a new Project, do not later rename the folder containing your Project's
files or the actual files, doing so will cause FieldGenius to not recognize the folder as
a valid Project and you will not be able to open it.
Automatic Save
There are a few things to keep in mind when manually entering data in FieldGenius:
All stored data is automatically saved. There is no need for a Save function. Always close the program by going to the Main Menu and choose the Exit button to prevent loss of measurement data.
Input fields that are left blank are stored as undefined. For example, if you enter only a horizontal
coordinate for a point and leave the elevation field blank, we do not automatically set the elevation as
0.000. The elevation remains undefined.
Data Entry (Extended Edit Fields)
Throughout FieldGenius you will see edit fields for entering various values. These types of fields are
called Extended Edit Fields, and can be used not only for typing values, but can also launch related
commands such as the keypad, calculator, point chooser, inverse tool, etc. This type of functionality
is unique to FieldGenius.
You can control how these Extended Edit Fields will be triggered by changing the "Extended Edit
Boxes" option in the Options screen to require a single tap, a double tap, or to disable them so that
you can only type values into them.
- 42 -
Getting Started
Text Entry
For most text entry fields in the program, tapping in it will open up the keypad.
On Windows Mobile devices you can select which keypad to display by changing the "SIP Type"
option in the Options screen.
Points
When you see an extended edit field for a Point ID, tapping in it will open the point chooser toolbar.
Distance and Angles
Tapping in other numeric fields such as those for directions and distances will open the RPN Calculator, and some distance fields will open the Inverse tool.
Multi-function Fields
Some fields will display a pop up menu if multiple functions can be opened from that field, just select
the desired function from the list.
Keypad
The keypad can be opened from any extended edit entry field. This provides a method of easy text
and numeric entry on devices that do not have a physical keypad but it can be used on any device.
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MicroSurvey FieldGenius
Calculator
The RPN Scientific Calculator can be called up from the keypad by pressing the Calculator button. If
you press the Calculator button, the value entered in the keypad entry field will be copied to the calculator's command line (Note, it must be a numeric value, alpha portions will be stripped off in the calculator) where it can be used for any calculations. When you are done with the calculator, pressing
the OK button will return the result back into the keypad.
OK
Pressing the OK button will close the keypad, and set the entered value into the text field from which
the keypad was opened.
Cancel
Pressing the Cancel button will close the keypad without setting anything into the text field from
which the keypad was opened.
Keypad Settings
There are five important settings related to the keypad, which are both found by to going to Settings
and then the Options button that takes you to the Options screen.
Virtual Keyboard
Use this to specify which keypad type you want to use. Not all keyboard types are available on all
data collectors.
- 44 -
Getting Started
Extended Edit Boxes
Use this to control how you want to bring up the selected keypad when tapping in an edit box: either
with a single tap, a double tap, or off. Users of devices with a keyboard should leave this set to Single
Click, and users of devices without a keyboard should set this to Double Click. Setting this to Off disables both the keypad and any other commands that may be started directly from the extended edit
field, such as the Point Chooser or Inverse Tool, so that edit fields can only be used for typing values
from your physical keypad.
KeyPad Text Color
Use this setting to customize what color the alphanumeric keyboard text will use. By adjusting the
color of the keypad text, this can greatly increase the visibility and overall contrast of the onscreen
keyboard in high and low light conditions.
KeyPad Background Color
Use this setting to customize what color the alphanumeric keyboard's background will use. By adjusting the color of the background, this can greatly increase the visibility and overall contrast of the
onscreen keyboard in high and low light conditions.
Instrument Toolbar
Use this setting to customize what side of the map screen the instrument tool bar is displayed on.
Distance Entry & Recall
Distance Entry
You can customize FieldGenius to work with the direction input of your choice. See the Units & Scale
topic for details.
The number you enter is assumed to be in the same units as your Project, unless a unit modifier is
specified (see below). So 5.25 would be interpreted as 5.25 feet, or 5.25 meters depending on your
Project's default unit setting.
Distance Recall
You can recall the distance between two points, by inputting in the form: FromID..ToID Example:
26..84 will be recognized as the distance computed between points 26 and 84. The distance will be
returned in whichever format your units settings is set to.
Unit Modifiers
Recognition of the unit symbols m, ', ft, usft, ftus are supported, and can be used to override the Project's unit settings.
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MicroSurvey FieldGenius
Meters
You can specify that a distance is in meters by entering "m" after the value, for example 100m means
100 Meters, even if your Project is in Feet. Therefore, if your Project is in US Feet and you enter
100.00m in a distance field, you will see it automatically get converted to 328.08 feet.
Feet (International or US Survey)
The ' symbol will be interpreted as either International Feet or US Survey Feet, whichever units the
current Project is in. For example, entering 1000' will match the feet units that your Project is in, so it
can mean either 1000 International Feet or 1000 US Survey Feet. If your Project is in meters, then the
' symbol is interpreted as International Feet.
Fractional Feet
When entering distances in a fractional format, use a ' symbol or a space between the feet and inches
values to separate them. A " symbol is not required. For example, you can enter 10'6 or 10 6 which
both mean 10'6". You can enter fractional inches by placing a space between the whole and fractional
inches, and using a / symbol in the fraction. For example, 10'6 1/2 or 10 6 1/2 both mean 10'6.5". You
can also enter decimal values, such as 10.5' to mean 10'6" or 10'6.5 (or just 10 6.5) to mean 10'6 ½".
International Feet
You can specify that a distance is in International Feet by entering ”ft” after the value, for example
1000ft means 1000 International Feet.
US Survey Feet
You can specify that a distance is in US Survey Feet by entering ”usft” or ”ftus” after the value, for
example 1000usft and 1000ftus both mean 1000 US Survey Feet.
Distance Entry Examples
Project Units:
Format:
User Entered Value:
International Feet
Decimal
Interpreted As:
1000.23
1000.23'
1000.23usft
1000.23 in Project units
1000.23 in Project units
1000.23 US Survey Feet
Result (always matches
Project units):
1000.23'
1000.23'
1000.25'
20.117 meters
66.00'
1000.23 usft
1000.23ftus
1000.23 ftus
20.117m
- 46 -
Getting Started
20.117 m
10000m
10000 meters
32808.40'
10000 m
10 6
10 feet 6 inches
10.50'
10 feet 6.5 inches
10.54'
10'6
10'6"
10 6 1/2
10'6 1/2
Project Units:
Format:
User Entered Value:
US Survey Feet
Decimal
Interpreted As:
1000.23
1000.23'
10000.23usft
1000.23 in Project units
1000.23 in Project units
10000.23 US Survey Feet
Result (always matches
Project units):
1000.23'
1000.23'
10000.23'
10000.23 ftus
10000.23ft
10000.23 International Feet
10000.21'
10000.23 ft
20.117m
20.117 meters
66.00'
20.117 m
10000m
10000 meters
32808.33'
10000 m
10 6
10 feet 6 inches
10.50'
10 feet 6.5 inches
10.54'
10000.23 usft
10000.23ftus
10'6
10'6"
10 6 1/2
10'6 1/2
Project Units:
Format:
Meters
Decimal
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MicroSurvey FieldGenius
User Entered Value:
Interpreted As:
1000.23
1000.23'
10000.23usft
1000.23 in Project units
1000.23 International Feet
10000.23 US Survey Feet
Result (always matches
Project units):
1000.23m
304.870m
3048.076m
10000.23 ftus
10000.23ft
10000.23 International Feet
3048.070m
10000.23 ft
20.117m
20.117 meters
20.117m
10 feet 6 inches
10 feet 6 1/2 inches
Not allowed, must enter units for
feet such as 10ft 6, or 10usft 6.
Not allowed, must enter units for
feet such as 10ft 6 ½, or 10usft 6
½.
3.200m
3.213m
10000.23 usft
10000.23ftus
20.117 m
10'6
10'6 1/2
10 6
10 6 1/2
Using Math Operations
Math operators are now supported again. You are now permitted to use math operators in distance
fields.
User Entered
Value
3.5/2+1.2
1..2/2+10
(assume 1..2 =
10)
8' + 3'
1'+2 3+1m
- 48 -
Interpreted As
3.5 divided by 2 plus 1.2
((Distance from point 1 to 2)
divided by 2) plus 10
8 feet plus 3 feet
1 foot plus 2 feet 3 inches
plus 1 metre
Result if Project
Units Set to Feet
2.95 feet
15.00 feet
Result if Project
Units set to Metric
2.950 metres
15.000 metres
11.00'
6.53'
3.353m
1.991m
Getting Started
NOTE: If your Project is set to feet and you enter 2 3 (2 space 3), this will be interpreted as 2 feet 3
inches. This occurs if your Project is set to either decimal or fractional feet.
You can also use the RPN Calculator to further manipulate distance values. For example, if you want
to find the distance halfway between points 1 and 2, enter 1..2 into the distance field to recall that distance. Then double tap on that extended edit field to pull that recalled distance into the calculator,
where you can divide the distance by 2 (or perform any other calculations with it). Then press the OK
button in the calculator to copy the result back into the field you started from.
Direction Entry & Recall
Direction Entry
You can customize FieldGenius to work with the direction input of your choice. See the Units & Scale
Settings topic for details.
To enter an angle using the format selected in your units settings, simply enter the angle. For
example, 120.4530 means 120°45'30" if your Project is in Degrees/Minutes/Seconds, 120°45.3' if
your Project is in Degrees/Minutes, or 120.453° if your Project is in decimal degrees.
Direction Recall
You can recall the direction between two points, by inputting in the form: FromID..ToID Example:
26..84 will be recognized as the direction computed between points 26 and 84. The direction will be
returned in whichever format your units settings is set to.
Unit Modifiers
You can always override your Project's units setting by entering the bearing with the cardinal quadrant
indicated before or after the direction. If there is no quadrant specified, then the input direction will be
interpreted as an Azimuth.
Decimal Degrees
You can always specify that an angle is in decimal degrees by entering "d" after the value, for
example 45.5083d means 45.5083° or 45°30'30".
Degrees, Decimal Minutes
You can always specify that an angle is in degrees and decimal minutes by entering "dm" after the
value, for example 45.305dm means 45°30.5' or 45°30'30".
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MicroSurvey FieldGenius
Degrees, Minutes, Decimal Seconds
You can always specify that an angle is in degrees, minutes, and decimal seconds by entering "dms"
after the value, for example 45.3030dms means 45°30'30".
Bearings
To enter a bearing, use the cardinal quadrant letters (N, E, S, and W) before or after the angle. For
example: NE60.4530, 60.4530NE, or N60.4530E means NE 60°45'30” if your Project is in DMS, NE
60°45.3' if your Project is in DM, or NE 60.453° if your Project is in decimal degrees. It does not matter if you have spaces between the quadrant designation and the angle. You can also separate the
degrees, minutes, and seconds values with a space. For example, N 60 45 30 E or N60.4530E both
mean NE 60°45'30". You can of course also use any of the "d", "dm", or "dms" (or "g" or "r", see
below) designators with a bearing entry, such as NE45.305dm to mean N 45°30'30" E.
Gons (Gradients)
You can specify that an angle is in Gons/Gradients by entering "g" after the value, for example 100g
means 100 Gradients (equals 90 degrees).
Radians
You can specify that an angle is in Radians by entering "r" after the value, for example 1.57r and
means 1.57 Radians (approximately 90 degrees).
Project set to Azimuth
Direction Entry Examples
Angle Units:
Format:
Format:
User Entered Value:
Degrees
DDD°MM'SS.s"
Azimuth
Interpreted As:
90.5016
90 degrees, 50 minutes, 16
seconds
North East quadrant, 45 degrees,
30 minutes, 30 seconds
NE45.3030
NE 45.3030
N45.3030E
N 45.3030 E
45.3030NE
45.3030 NE
- 50 -
Result (always matches
Project units):
90°50'16"
45°30'30"
Getting Started
SE45.3030
South East quadrant, 45 degrees,
30 minutes, 30 seconds
134°29'30"
South West quadrant, 45 degrees,
30 minutes, 30 seconds
225°30'30"
45.3030 SW
90.5016dm
90 degrees, 50.16 minutes
90°50'10"
90.5016 dm
90.5016d
90.5016 degrees
90°30'06"
90.5016 d
100g
100 gradians
90°00'00"
100 g
100.2345g
100.2345 gradians
90°12'40"
100.2345 g
3.141593r
3.141593 radians
180°00'00"
SE 45.3030
S45.3030E
S 45.3030 E
45.3030SE
45.3030 SE
SW45.3030
SW 45.3030
S45.3030W
S 45.303 W
45.3030SW
3.141593 r
Project Set to Bearings
The angle codes below provide versatile direction input.
When your Project is set to Bearings, you are permitted to use numeric and alpha character codes
for angle and direction input.
1 or NE = North East bearing
2 or SE = South East bearing
3 or SW = South West bearing
4 of NW = North West bearing
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MicroSurvey FieldGenius
Angle Units:
Format:
Format:
User Entered Value:
Degrees
DDD°MM'SS.s"
Bearing
Interpreted As:
90.5016
90 degrees, 50 minutes, 16
seconds azimuth
North East quadrant, 45 degrees,
30 minutes, 30 seconds
NE45.3030
NE 45.3030
Result (always matches
Project units):
S89°09'44"E
N45°30'30"E
N45.3030E
N 45.3030 E
45.3030NE
45.3030 NE
SE45.3030
SE 45.3030
South East quadrant, 45 degrees,
30 minutes, 30 seconds
S45°30'30"E
South West quadrant, 45 degrees,
30 minutes, 30 seconds
S45°30'30"W
90 degrees, 50.16 minutes azimuth
S89°09'50"E
S45.3030E
S 45.3030 E
45.3030SE
45.3030 SE
SW45.3030
SW 45.3030
S45.3030W
S 45.303 W
45.3030SW
45.3030 SW
90.5016dm
90.5016 dm
90.5016d
90.5016 degrees azimuth
S89°29'54"E
90.5016 d
100g
100 gradians
S90°00'00"E
100 g
100.2345g
100.2345 gradians
S89°47'20"E
100.2345 g
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Getting Started
3.141593r
3.141593 radians
S0°00'00"W
3.141593 r
Using Math Operations
You can then use the calculator to further manipulate the angle. For example, if you want to determine
1..2 then add 90 degrees, enter 1..2 to recall that angle. Then double tap in the extended edit field to
pull that recalled angle into the calculator, where you can add 90 to it (or perform any other calculations with it).
Note: You can perform advanced direction recall functions that include math operators directly in a direction field. For example, 1..2+90 is a valid entry. In this example the direction between points 1 and
2 will have 90 degrees added to it (if Project is in degrees).
Math operations can also be done using the RPN calculator. Please refer to the Calculator section for
more information on performing specific math operations.
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Main Interface
MAIN INTERFACE
The FieldGenius interface is separated into various toolbars which contain common functions or tools
that the user will use most often.
Display Toolbar
Instrument Toolbar
Topo Toolbar
Mini Toolbar button
Main Menu button
Two Versions of the User Interface
There are two versions of the user interface depending on which handheld device you're using. Some
devices have a landscape screen orientation, and have the advantage of a physical keyboard. Others
have a portrait screen orientation, and utilize a virtual on-screen keyboard. Note that the function of
both versions is essentially the same.
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MicroSurvey FieldGenius
Portrait Display
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Main Interface
Landscape Display
Toolbars
Display Toolbar
The display toolbar, located at the top of the map screen, is used to zoom, pan, change 3D perspectives, and for displaying information.
Next, Previous
These switch to the next or previous set of buttons.
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MicroSurvey FieldGenius
Observation
This opens or closes the Observation Toolbar. Many different functions in
FieldGenius will display information in this toolbar, such as when you select a
point on the screen, the point's coordinates are displayed in this toolbar.
Zoom Extents
This is a zoom extents which will zoom to the extents of your Project.
Dynamic Zoom
This is a dynamic zoom. When enabled, drag from top to bottom of the screen to
zoom out, or bottom to top of the screen to zoom in. Or, when enabled, you can
also use the arrow keys on your keypad to zoom in and out in the map.
Zoom Window
This is a zoom window. When enabled, drag on the map screen to define a zoom
window.
Dynamic Pan
This is a dynamic pan. When enabled, you can drag across your map screen to
pan around your Project. Or, when enabled, you can use the toggle or arrow keys
on your keypad to pan around.
Zoom Previous
You can use this to zoom back up to 10 previous views. This includes zoom and
pan changes.
World Button
It is used by the Staking commands to hide unrelated points and lines in your map
during stakeout.
3D View
This opens the 3D View Toolbar.
3D View - Full Screen
When using the full screen mode for FieldGenius this will allow you to rotate your
Project in a 3D perspective. To return to plan view, press the Zoom extents button.
Grid Display
When using the full screen mode for FieldGenius this will allow you to toggle the
display of a grid on your map screen, and configure the grid settings..
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Main Interface
Layers Manager
This opens the Layers Manager for managing visibility of layers in your database,
DXF Layers, LandXML elements, and Raster Images.
Surface Manager
This opens the Surface Manager for importing and displaying DTM surface models
(TIN, TGRID, or Contours) and for computing Volume Calculations.
Options
This opens the Options screen, and will automatically expand the Map Configuration section for quickly turning on or off the ID, description, and elevation
labels for your points.
Help
This opens the Help topic for the current toolbar(s) visible on your screen. If there
are multiple toolbars visible, you are prompted to select the help file based on the
position of the toolbar: Top, Side, or Bottom Toolbar. The help file will open up in
your default web browser such as Internet Explorer .
Observation Toolbar
Display Toolbar | Observation Results button
You can access the Observation Toolbar by tapping on this icon
in the Display Toolbar.
Total Station Observations
Total Station users can toggle through the following information:
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Horizontal Angle (HA), Vertical Angle (ZA), and Slope Distance (SD)
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Horizontal Angle (HA), Horizontal Distance (HD), and Vertical Distance (VD)
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Northing (N), Easting (E), and Elevation (H)
If using a conventional (non-robotic) total station, the observations displayed in the toolbar will be
from the last measurement taken with FieldGenius.
If using a robotic total station, the observations displayed in the toolbar will continually update in real
time.
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MicroSurvey FieldGenius
GNSS Observations
GNSS users can toggle through the following information:
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Latitude (Lat), Longitude (Lon), and Geodetic Height (h)
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Northing (N), Easting (E), Orthometric Height (H)
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Standard Deviation Horizontal (SD H), Standard Deviation Vertical (SD V), and Positional Dilution of Precision (PDOP).
Velocity (SOG) and Heading (COG) of the GNSS receiver as well as current UTC Time.
If using GNSS, the observations displayed in the toolbar will continually update in real time.
Display Size +/By tapping on the + and - buttons on the screen you can increase or decrease the displayed font size/text for easier viewing.
Page Toggle
The Page button allows you to swap between pages changing the displayed observation information.
3D View Toolbar
The 3D View toolbar is used to help you view your Project in a 3D perspective. You can also define a
virtual grid that will displayed in the drawing and can be turned on and off.
To turn this feature on select the 3D View button on the Display toolbar. When you do this the 3D
View Toolbar will appear at the bottom of your screen. The buttons on the toolbar are described
below.
3D View
When this is turned on you will be able to rotate your Project in a
3D perspective. This tool is handy when used in conjunction with
surfaces, road alignments, or vertical projections. To return to
plan view, close the 3D View toolbar and press the Zoom
Extents button. It can also help you find points that have incorrect elevations.
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Main Interface
Center on Point
Use this to center the view on the selected point. This will not
change your current view rotation or zoom depth.
Hz Grid
Use this to turn on a horizontal grid that will be displayed in your
drawing. You can set the grid spacing in the settings.
Vert Grid
Use this when using the Vertical Projection tool to turn on a vertical grid that will be displayed in your drawing. You can set the
grid spacing in the settings.
Planar View
Use this when using the Vertical Projection tool to set the view
perpendicular to the vertical plane, so that the wall or other projected plane is displayed face-on in the map view.
Grid Settings
Use this to set parameters that affect the grid spacing and origin.
You can select the grid origin using a point chooser and specify
lengths for the sides. You can also specify the interval for each
axis.
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MicroSurvey FieldGenius
Total Station Toolbar
When FieldGenius is connected to a Total Station or the Total Station Demo profile, you will see this toolbar on the side of the map
area. A User Input option determines which side of the map area
the toolbar is on.
This toolbar allows you to control your instrument settings, target
heights, and Measure Modes, as well as initiating a measurement.
Auto-Center
This toggles the auto-center feature on or off. If turned on,
whenever you take a measurement, the map screen will always
re-center on the measured point.
Instrument Settings
This opens the Total Station Settings screen where you can control specific settings for your total station such as EDM settings,
Tolerance setting and Instrument Connect/Disconnect.
Target Manager
Press this button to access the Target Manager. Here you can set
target heights and create, edit, copy, and delete targets.
Measure Mode
This opens the Measure Modes screen where you can select what
type of measurement you want to take. The current Measure Mode
is always displayed on this button - for example if you're using the
distance offset mode it will display "Dist Off".
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Main Interface
Measure Button
This triggers your total station to take a measurement.
See also:
l
The Robotic Total Station Toolbar topic
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The GNSS Toolbar topic
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The Disto/Laser Toolbar topic
Robotic Total Station Toolbar
When you use FieldGenius in robotic total station mode, you will
see this toolbar on the side of the map area. A User Input option
determines which side of the map area the toolbar is on.
This toolbar allows you to control your instrument settings, target
heights, and Measure Modes, as well as initiating a measurement.
The current state of the instrument target aiming settings are displayed, and you are able to toggle the instrument target aiming
settings between Manual / ATR / LOCK states. With LOCK
enabled, Search and Search Next functionality is available for
some instruments.
Manual mode
This button indicates that the instrument is in manual aiming
mode.
l
Single Tap - Switch LOCK mode to ON.
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Double Tap - Switch ATR mode to ON.
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MicroSurvey FieldGenius
LOCK mode, not following a prism
These buttons indicate that the instrument is in LOCK mode, however not currently following a prism.
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l
Single Tap - Begin PowerSearch to search for prism. The
left button starts a clockwise search, the right button
starts a counterclockwise search.
Double Tap - Switch LOCK mode to OFF and set manual
aiming. Same action on both buttons.
Searching
This button indicates that a target search is in progress.
LOCK mode, following a prism
These buttons indicate that the instrument is in LOCK mode, and
following a prism.
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Single Tap - Begin PowerSearch Next to search for the
next prism. The left button starts a clockwise search, the
right button starts a counterclockwise search.
Double Tap - Stop following the prism. Same action on
both buttons.
ATR mode
This button indicates that the instrument is in ATR mode.
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Single Tap - Switch ATR mode to OFF and set manual
aiming.
Cursor Tracking
Toggle Cursor Tracking. When enabled, the instrument makes
continuous measurements and the current position of the target
will be displayed on the screen in real time. When stationary, the
cursor is a hollow triangle pointing towards the instrument. When
moving, the cursor is a solid triangle pointing in the direction of
travel.
Instrument Settings
Opens the Total Station Settings screen, where you can control
specific settings and features for your total station.
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Main Interface
Target Manager
Opens the Target Manager where you can set the target, target
height and EDM mode.
Measure Mode
Opens the Measure Modes screen where you can select what
type of measurement you want to take. The current Measure
Mode is always displayed on this button - for example if you're
using the distance offset mode it will display "Dist Off".
Measure Button
Measure and store distances and angles. The current state of
Manual / ATR / LOCK mode determines the sequence of events:
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l
l
l
Manual mode - The instrument starts a measurement
immediately.
LOCK mode, not following a prism - The instrument
first searches for a prism and takes a measurement only if
a prism is found.
LOCK mode, following a prism - The instrument starts
a measurement immediately.
ATR mode - The instrument first searches for a prism and
takes a measurement only if a prism is found.
If you are using a conventional non-robotic total station, please see the Instrument Toolbar topic.
If you are using GPS, please see the GNSS Toolbar topic.
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MicroSurvey FieldGenius
GNSS Toolbar
Once the user has selected a GNSS receiver and communication
has been established, the GNSS toolbar will appear on the main
interface.
NOTE: You will only see the GNSS toolbar if you selected GNSS
Reference, GNSS Rover, or GNSS Rover Demo as your instrument type. If you have selected a GNSS Profile but are not yet connected to the receiver, most of these buttons will be disabled.
Auto-Center
Single-tapping this button will re-center the display on the current
position of your receiver.
Double-tapping this button will set the system into an auto-pan
mode where the display will always be centered on the current position. When active, single-tapping this button once more will disable the auto-pan mode.
GNSS Settings
If you press this button while you are connected to a receiver, you
will see the GNSS Settings screen. At any time this button can be
used to adjust or stop your GNSS survey.
If you press this button without being connected to a receiver, you
will see the Instrument Selection screen where you can edit your
GNSS profiles or connect to your receiver.
DOP Values
This displays the current DOP (Dilution of Precision) values.
Pressing this button will cycle through the PDOP, HDOP and
VDOP. The PDOP is the default setting as this is most often used
to ascertain the quality of the satellite geometry.
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Main Interface
Satellite Plot/Satellite List
This shows the total number of satellites the receiver is currently
using in its solution. Press this to view a sky plot of the current
SVs visible to the rover, or to access the Satellite List.
Measure Mode
This opens the Measure Modes screen where you can select what
type of measurement you want to take. The current Measure
Mode> is always displayed on this button.
Measure
This is the measure button.
This button also indicates the current solution type. This tells the
user if the solution is Fixed, Float, WAAS, DGPS or Autonomous.
This button will also indicate to the user if the corrections from the
reference station have been discontinued by denoting "No Link".
Please refer to the GNSS Measurement topic for more information.
See also:
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The Total Station Toolbar topic
l
The Robotic Total Station Toolbar topic
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The Disto/Laser Toolbar topic
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MicroSurvey FieldGenius
Disto/Laser Toolbar
When FieldGenius is connected to a Disto/Laser device, you will
see this toolbar on the side of the map area. A User Input option
determines which side of the map area the toolbar is on.
This toolbar allows you to control your instrument settings, target
height, device toggles, and Measure Modes, as well as initiating a
measurement.
Auto-Center
This toggles the auto-center feature on or off. If turned on,
whenever you take a measurement, the map screen will always
re-center on the measured point.
Instrument Settings
This opens the instrument settings screen where you can control
specific settings for your Disto/Laser.
Target Manager
Press this button to access the Target Manager. Here you can set
the target height.
Laser Toggle
Press this button to toggle the state of the red laser pointer.
Map Toggle
Press this button to toggle between the map view or live video
stream. NOTE: The live video stream is only available on supported devices, such as the Leica 3D Disto.
Zoom Controls
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Main Interface
Zoom in and out on the live video stream view. NOTE: The live
video stream is only available on supported devices, such as the
Leica 3D Disto.
Crosshair Toggle
Press this button to toggle the crosshair presence on captured
images that are stored.
Photo Note Toggle
Press this button to toggle whether a photo note is automatically
stored when a point is measured and stored. The photo can have a
crosshair showing the measurement point, depending on the
crosshair toggle.
Measure Mode
This opens the Measure Mode screen where you can select what
type of measurement you want to take. The current Measure Mode
is always displayed on this button - for example if you're using the
distance offset mode it will display "Dist Off".
Measure Button
This triggers your device to take a measurement.
See also:
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The Total Station Toolbar topic
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The Robotic Total Station Toolbar topic
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The GNSS Toolbar topic
Topo Toolbar
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MicroSurvey FieldGenius
The Topo Toolbar is used to help automate linework as well as show you the description and next
point number for your shot. Just like previous versions of FieldGenius you can control your linework
by tuning on and off the line, arc and curvy toggles. There is also a user-programmable button that can
be customized to start any command.
Main Menu Button
This button takes you into the Main Menu.
Mini Toolbar Button
This button opens the Mini Toolbar.
Draw Lines Button
This is used to toggle on and off the draw lines function.
When turned on points will be connected with a line as
you measure them.
Draw Curvy Lines Button
This is used to toggle on and off the draw curvy lines button. This function will draw a best-fit curve through your
points as you shoot them.
Draw 3-Point Arc Button
3-Point arcs can be started using the same method as for
a Line or Curvy Line.
However, to switch to 3-Point arc within an ongoing Line,
select the Draw 3-Point Arc button before shooting the
second of the three points that will define the arc (POC:
Point on Curve). (Note that this is not the radius point).
After measuring to the 2nd point, a dashed line will appear
to illustrate that a 3-Point arc is in progress. Shoot the 3rd
point and the arc will appear. The current draw option will
change from Draw 3-Pt Arc to Draw Line after the third
shot and the arc is complete.
Compound 3-point arcs are supported. Simply re-select
the 3-Point Arc button before measuring the next POC.
User Defined Button
This button can be customized to start any command. By
default it opens the Coordinate Database, but this can be
changed in the Keyboard Shortcuts settings.
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Main Interface
Next ID Field
This field displays the point number that will be assigned
to your next shot. You can change it at any time prior to
recording your shot. In a new Project this field will always
start at 1. If you open an existing Project, then we scan
the raw file for the last sideshot or store point and if we
find one, we'll set the point number accordingly. For
example, if the last sideshot in the raw file was to point
58, then the next time the Project is setup we will set the
next id to 59.
Active Line List Button
Much like the first line in the Project, just select the
desired description from the list and select the desired
draw option before shooting the first point for the new line.
When you press the button a screen will appear listing all
your active lines. Selecting one of them and pressing the
OK button will make it the current line.
The key to note is the display of -Start Line- in the Active
Lines list. Once the first point for the new line has been
measured, the Active Lines list will set and display the
new line as current.
To change the current line, simply select the desired line
from the Active Lines list and continue taking shots to add
to the selected line. All settings are stored for each line so
there is no need to re-select the Description or draw
option.
Description Selection Button
Use this button to set the current description that will be
used when you shoot your points. When you press the
description button you will see a screen listing all the
descriptions read in from your AutoMap Library. Select
the description you want to use and press the OK button.
You can type in the letters of the description which will
automatically scroll to the descriptions matching your
entry.
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MicroSurvey FieldGenius
Mini Toolbar
The mini toolbar control is found directly beneath the Main Menu
button on the Topo Toolbar. It is used to help you maximize your
screen space by allowing you to control which toolbars you need
to keep active in the main interface. When you press the mini toolbar control you will see the mini toolbar appear toward the bottom
of the main interface.
Use this to display the full Topo Toolbar.
Use this to display the Main Menu.
Use this show or hide the Display Toolbar.
Use this to show or hide the Instrument Toolbar.
Map Select Toolbar
When you tap on an empty spot in the map view, the selected point will be highlighted with a blue dot
and the Map Select toolbar will appear along the bottom of the screen, showing the coordinate of the
selected point.
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Main Interface
Note, this toolbar functionality can be enabled or disabled via the Map Position Select check-box in
the Options screen.
Measure Distance
When this is toggled on, subsequent taps will cause the blue dot to move to the new location, a
second blue dot will appear at the previous location, and a dashed line will follow the entire path of the
selected points. The total distance and the direction of the last segment will be displayed. To reset
the measured distance, toggle this mode off then back on again.
Turn to Point
If you are using a motorized total station and have occupied a point in the Project, this will cause your
instrument to turn to the selected point (as indicated by the blue dot in the map).
Store Point
This will open the Store Point dialogue with the coordinates entered for the selected point, so you can
store it into your Project database.
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MicroSurvey FieldGenius
POINTS & FIGURES
Points
FieldGenius Projects typically are comprised of points that have been imported, calculated or measured. These points are always stored in a file made up of the Project name and will have an extension
of DBF. DBF files can be viewed using a DBF reader or with Microsoft Excel.
Point Labels
In the drawing area you will always see a node or dot that marks the coordinate location of the point.
For each point you can control what is displayed on the screen such as the point's number, elevation,
description and note. To control the visibility of the labels, use the Options button on the Display Toolbar.
Editing Single Points
To edit a point you can tap on it which will open the Point Toolbar. Press the Edit button to open the
Edit Points screen.
Working with Multiple Points
If you need to search, list, rotate, translate, delete, or edit multiple points at the same time you will
use the Coordinate Database Editor. Please see the Coordinate Database topic for more information.
Point Toolbar
When you tap on an existing point in the drawing you will see the point toolbar appear near the bottom
of your screen. The point toolbar contains functions that are frequently used on points in your Project.
Following is an explanation of what each button will do.
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Points & Figures
Points List
This will display the list of all points in your current Project and you
can sort the list by tapping on any of the column headings. When
you find the point you want simply tap it and press the ok button.
Inverse Tool
Use this to measure the inverse between points.
New Point
This will open the store and edit dialog and allow you to enter
coordinates for a new point.
Edit Point
Use this to edit the coordinate value for the selected point.
Delete Point
This will delete the selected point from the drawing and database.
You will be asked to confirm that you want to delete the point.
Offset
This will open the Offset Tool.
Draw Tool
Use this to draw lines, points, and connect line work between
existing points. This will open the Draw Tool.
Zoom to Point
This button when pressed for the first time will force the point to be
centered on the screen. Subsequently, if you keep pressing it, it
will continue to zoom in on the point.
Stake Point
Pressing this will help you stake the point that is currently selected and take you to the Stake Points screen.
Select Point
Use these two buttons to scroll up and down numerically through
the points in your database.
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MicroSurvey FieldGenius
Point ID
This displays the Point ID of the point you've currently selected.
Select Point Toolbar
The point chooser is a mechanism that is called by routines requiring a point number entry. You
access it by selecting the point chooser icon next to point number fields, or by double-tapping in an
extended edit point number field.
When select it you will see the point chooser toolbar open up towards the bottom of your screen.
Point ID
You can either type the Point ID into this field if you know what it is, or when you tap on a point in the
map screen its point ID will be displayed here.
Quick Select
If Quick Select is turned on, then as soon as you tap on a point in the map screen you will be automatically returned to the routine you were selecting the point for. If Quick Select is turned off, then
after you tap on a point in the map screen, the coordinate data of that point will be displayed, and you
must press the Select button to get back to the previous routine.
Select
Pressing this will take you and your selected point back to the routine you were selecting the point for.
List
Use this to open a grid displaying all the points in your Project database. From this list you can click
on a point and when you press the OK button it will be inserted into the Point ID field.
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Points & Figures
New
Use this to open the Store / Edit Points screen. This will enable you to create a new point.
Cancel
Pressing this will take you back to the routine you were selecting the point for, without selecting the
selected Point.
Point Averaging
Main Interface | Edit | Points
Main Interface | Store Points
Main Menu | Survey Tools | View Averaged Points
Main Menu | Data Manager | Point Database
This routine allows the user to either select a number of points from within the Point Database, and
then calculate the average of the coordinate values of the selected points or take repeated measurements on a target and average the coordinate values. You can then create and store a new point
based on the averaged coordinates.
Below is a screen capture taken after an observation has been completed and is awaiting to be
stored. Note that there is a pull down menu for the user to choose to store this measurement as an
averaged point.
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MicroSurvey FieldGenius
After the observation has been stored the next screen will prompt you to select the Original Point to
which this point will be averaged too. If this is the first observation then the point should be stored as
a Side Shot to begin the Point Averaging routine.
After two or more observations are stored as an Averaged Point; FieldGenius will display the Standard Deviation of all the observations included in the Point Averaging. The user can then choose to
Save the temporary observations for future use or Store Averaged to update the Point coordinates
with the result of the Point Averaging observations.
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Points & Figures
Observations can be toggled manually by pressing the Green Check Mark to select the best ones for
averaging calculations.
The Weighted Average check box will only be active when using a GNSS unit
Press the "SAVE" button to store all observations in the Averaged Point routine for future use.
Press the "Store Averaged" button to calculate a point position based on all Point Averaged observations currently being used.
All the temporary shots, observations used for the calculation, and final averaged position are stored
in the raw file.
Point Database
FieldGenius can also calculate the averaged coordinates of multiple stored points directly from the
Point Database.
When you enter the Point Database, tap on the green arrow button twice in the bottom toolbar until
you see the Average button displayed. Note: The items will loop back around to the first item if you
keep pressing the green arrow button.
Select multiple points by tapping on the screen and dragging a box around the items you wish to
include in the averaging calculation.
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MicroSurvey FieldGenius
In the Point Averaging dialog, the results of the averaging computation are displayed. You can uncheck the box in the Use column to disable/re-enable a selected point.
Press the Average button when finished. This takes you to the Point Averaging dialog.
The Store Point button takes you to the Store Point dialog.
The Cancel button returns you to Point Database dialog.
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Points & Figures
FieldGenius also allows the user to select the Original Point from the Point Database and by pressing
the "Edit" button there is a new button in the Edit Point screen that displays all the current Point Averaging observations assigned to the Original Point. So you can continue to add shots to it or if satisfied
store a new averaged point location.
Partition Lines/Arcs
Line Toolbar | Partition button
The Partition command is started by selecting a valid line or arc
in the map screen, which will open the Line Toolbar where you
can select the partition button. After you select the partition button you will see the partition toolbar.
The partition line and arc command allows you to compute points along objects in your Project. You
can partition figures that have line and arc segments that have a radius point defined. 3 point arcs cannot be partitioned. Straight lines in DXF files can be partitioned, all other DXF entities are not compatible with the partition command.
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MicroSurvey FieldGenius
Equal Partitions
You can partition the segment by equal divisions. Simply select the partition number and press the
Partition button. This will compute new points and split the object up into separate segments.
By Distance
You can partition the segment by specifying a distance between partitions. Simply define the partition
distance, then press the Partition button. This will compute new points and split the object up into separate segments.
AutoMap Library
Main Menu | Settings | AutoMap Library
The AutoMap Library editor allows the user complete control over the visibility of points and lines
based on the descriptions used to code the points. It also allows you to set attributes for the descriptions such as point and line colour.
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Points & Figures
Enter Description
Use this field to auto scroll to description in your list. For example, typing the letters AS will scroll
down to the ASPHCURB description. If you type a unique description and press enter, you will be
prompted for whether you want to add it into the AutoMap Library or not.
Show descriptions in use only
Use this to display only the descriptions found in your AutoMap Library that are used in the current
Project.
Adding Descriptions to the Library in FieldGenius
While you're working you can add descriptions to the AutoMap Library on the fly. When you enter a
description that isn't in the library you will be prompted with a message asking you if you want to add
it to your Project's AutoMap Library file.
Note: This prompt can be turned off so FieldGenius always uses the new descriptions without adding
them into the AutoMap Library file. To do this you need to make sure you have the "Prompt New
Descriptions" toggle turned off in the Options menu.
If you answer Yes, then the description will be added into the Project's AutoMap Library file (not to the
AutoMap Template file).
If you answer No, then the description will be used without adding it into the AutoMap Library. If you
do not add it to the AutoMap Library, then you will not be able to set options such as defining the layer
and colour of points and lines with this description.
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Editing Descriptions in the Library in FieldGenius
The AutoMap Library editor allows you to edit properties for each description in the library. Pressing
the Edit button will bring up the menu shown below for the selected entry:
These properties are stored in the library in specific columns. Please refer to the topic below about
editing the library for more information.
Summary
You can use this field to summarize your description. For example, a description IP may have a summary Iron Pin.
Point Symbol
You can define a marker for a point. These markers are not automatically transferred back to the
desktop and are not similar to CAD blocks or parts. They are simply point nodes that will be displayed
in the map view to help distinguish different points on the screen. There are 27 different marker types.
The symbol for each description is also shown on the AutoMap Library screen.
Point Size
This allows you to change the size of the marker. You will find that using a number of 1 is a good starting point. Adjust from there as needed.
Point Colour
This allows you to set the colour of the markers. You can choose from a list of 255 colours.
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Points & Figures
Line Colour
This allows you to change the colour of lines in your drawing.
Layer Name
This specifies the layer that will be used for lines and points with this description.
Connect Points With Line
If this is checked, when you select the description from the topo toolbar on the main display, the connect lines toggle will be turned on automatically. Use this for descriptions that typically are connected
by lines such as an edge of road or ditch center line.
Do not assign to DTM
This is very useful for the creation of real-time surface models. If you toggle this ON, then these
points will not be included in any DTM created with FieldGenius. Use this for descriptions that are not
at ground level.
Deleting Descriptions from the Library from FieldGenius
The AutoMap Editor allows you to delete descriptions from the library. Pressing the Delete button will
prompt you to make sure that you want to delete the selected entry. This will delete that entry from
the Project's AutoMap Library file, it does not affect the AutoMap Template file.
Editing an Existing Library outside of FieldGenius
The AutoMap Library is a very powerful feature in FieldGenius. When combined with our desktop
products, your downloaded files can literally be imported, layers and symbols placed in seconds. For
this topic we will concentrate on helping you work with and edit the AutoMap library using
FieldGenius.
The FieldGenius AutoMap library is a comma delimited file that can be edited with MicroSurvey CAD
or inCAD, with a text editor like Microsoft Notepad, or with a spreadsheet application like Microsoft
Excel. Since not every FieldGenius user owns our desktop software we will discuss editing the file
with Excel.
The first row in the file is reserved for the column header. Some of the columns are reserved for our
desktop products, but the following columns are used in FieldGenius.
Column A = Description (String value)
Column B = Summary of Description (String value)
Column L = Connect Points with Line (1=Yes, 0=No)
Column M = Layer Name (String value)
Column O = Line Colour (Number 0-255)
Column Q = Line or Spline (0=Spline, 1=Line) *** This works in conjunction with Column L.
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Column U = Marker Type (Number 0-26)
Column V = Marker Size (Number 0-10)
Column W = Marker Colour (Number 0-255)
Column X = Exclude from DTM (1=Yes/Exclude, 0=No/Include)
Column AF = Zone Number (Numeric Value)
Create New Library outside of FieldGenius
You can easily start a new library from scratch simply by creating a simple text file. In the first row
add a header followed by your descriptions and summaries. You have to separate the values with a
command and when you're done save the file with an extension of .CSV - an example filename might
be CODES.CSV.
DESCRIPTION,SUMMARY
PIN,Iron Pin,
EC,Edge of Concrete,
EP,Edge of Pavement,
You can then copy the file to your ...\MicroSurvey\FieldGenius\FG Projects\ (Windows CE/Mobile)
or ...\Documents\MicroSurvey\FieldGenius\FG Projects\ (Windows Tablet/PC) directory. When
you create a new Project or open an existing one, make sure to select it as the AutoMap Template
File.
Feature List
A feature list is a tool built into FieldGenius so you can collect attribute data for your points. Feature
files allow you to define what data needs to be collected about a point's attributes. You can define
mandatory fields, default values, true/false items and select from list options. First you need to create
a feature list file using the Feature List Editor which can be installed from your FieldGenius CD.
Please refer to the help menu in the editor for more information on how to create an effective feature
file.
Feature files have a FEA extension and they should be copied to your ...\MicroSurvey\FieldGenius\FG Projects\ (Windows CE/Mobile) or ...\Documents\MicroSurvey\FieldGenius\FG Projects\ (Windows Tablet/PC) directory. There is no
limitation to the number of feature files that can be stored on your data collector. Once you have created your file and copied it to the appropriate directory, you can set it at the Review Files Screen.
In this example we will open a Feature List File named Sample.fea.
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Points & Figures
To collect attribute data for a point, you have to press the GIS Attributes button on the store and edit
dialog.
When you store a point during a measurement or edit one afterwards, you will see that you can select
the GIS Attributes button. When you press this button, it will look at the point's description and
check to see if you have a feature defined that matches. If it does, it will open up that feature for you
automatically, in our example you will see that the Power Pole feature was opened.
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As you can see, feature files help you collect consistent and accurate notes about a point you measured.
When you store the point, a file will be created in the Project directory. The file will have the same
name as the feature and will have a DBF extension. In our example, the file would be named POWER
POLE.DBF. Each point will be appended to the same database file.
The DBF database file can be opened with Microsoft Excel.
Notes
Use this to enter or record audio notes for your points. You can access the notes screen by pressing
the Notes button on the Store / Edit Points screen.
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Points & Figures
Text Notes
You can type a note up to 32 characters in length and it will be stored in the Project's DBF file. You
cannot enter more than this limit into the Note field.
When the file is imported into MicroSurvey CAD or inCAD, the note will appear in its own field, or can
be appended to the point's description field.
Continue using this note: Use this if you want to use the note you just entered automatically for
future points that are stored.
Text notes can be written to the raw file as comments when the Option is enabled.
Audio Notes
Use this function to record and playback audio notes that are related to stored points. These notes
will be transferred to MicroSurvey CAD or inCAD desktop software for playback in the office.
The notes will be stored in your Project directory and will be automatically named for you. Example, if
you recorded a note for point 2, a file would be created pnt2.wav. The file that is created is a standard
windows WAV file that can be played by most audio players.
MicroSurvey CAD or inCAD desktop software will automatically link to any audio note you recorded.
This allows you to easily see which points have audio notes.
Recording and Playback Controls
Circle = record
Square = stop
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Triangle = playback
Trash = delete
Note that not all handheld devices support audio notes. You must have a record and playback functionality, which for some units requires optional accessories.
To Store an Audio Note:
1. Tap the red circle to activate recording. Speak into your microphone to record the desired
information. "This post is bent" etc.
2. Press the square button to stop the recording
3. To confirm your note, press the playback arrow, now green on color displays, and listen to your
note
To replace an Audio Note with a new note:
1. Delete the existing audio note. You will be prompted to confirm the deletion.
2. Record a new audio note.
Photo Notes (Not available on all devices)
Use this function to record photo notes for a point. This option is only available on data collectors that have a Camera.
Camera
The Camera button is used to take a picture. When you press it, it will start the onboard camera software and allow you to snap a picture. The picture will be saved in the current Project folder with the
filename [point number].jpg. The image quality and settings will be determined by the camera setup
for the device. If the Camera button is greyed out, it means that a photo note already exists for this
point, and you must delete it first if you would like to replace it. The photos will be automatically imported into your MicroSurvey CAD or inCAD desktop software for viewing in the office.
Delete Picture
The Delete Picture button will delete the photo stored for the point.
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Points & Figures
Lines and Figures
Active Linework
FieldGenius has Code-Free linework control in the field to eliminate the need to remember line codes.
To activate linework on the fly while surveying, you simply choose the description you want and start
taking shots! For MicroSurvey CAD or inCAD desktop users, line connectivity codes setup in the
desktop AutoMap library will be used by FieldGenius. For more information see the Draw Option
Defaults section.
FieldGenius uses the concept of Figures for handling of linework. Some software packages refer to
these as "Chains".
At the bottom of the FieldGenius interface, you will see the Active Lines List button on the second
row. When a new Project is started, it will display [ -No Line- ] as the current, active line.
When a new line figure is about to be started, [ -Start line- ] will be displayed on the button. After the
first point for a new line has been measured, the active line will be created, made current and displayed.
In the example shown, notice E/ASPH:1 on the button. This is the current Active Line. E/ASPH is the
point description and 1 is the group number (added automatically). Since this is the first figure in the
map, it is assigned group 1.
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A Figure is a continuous series of Line, Curve and/or Arc segments. The Figure is identified by Point
Description and a group number. Whenever a new line is started, a new Figure is created and added
to the Active Lines list with an automatically assigned group number. The group number will increment by one when a previously used point description is used for a subsequent line. (Notice there are
two E/ASPH lines in the example)
Furthermore, all linework in FieldGenius is handled in 3D.
When you press the E/ASPH:2 Active Line button you will see a list of the figures in your Project.
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Points & Figures
Figures
Tangents, arcs and curvy lines in FieldGenius are also called figures. Figures are created automatically for you as soon as you connect points in the drawing.
Figures can be created while you survey in real-time using our active linework or you can manually
create the figure using the pencil tool.
FieldGenius Figures
When you click on a figure the Line Toolbar will appear. You will also see bold text in the drawing area
indicating what you selected.
DXF Linework
When you import a DXF drawing you will see all the linework that exists in the drawing. When you
select a DXF line or arc you will see the Line Toolbar but everything will be greyed out except for the
stake and perpendicular distance buttons. If you press the stake button or perpendicular offset to
point button, they will open up their respective toolbars.
When you click on a DXF entity you will see bold text in the drawing area indicating that you picked a
DXF line or arc, and it will display which layer it is on.
You can control the visibility of DXF layers through the Layers Manager screen.
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Coordinate DXF Data
You can add coordinates to the DXF entity by pressing the
Coordinate DXF Data button.
Information
You will see the inverse information based on the DXF entity you
picked by pressing the Information button
Line Toolbar
When you tap on an existing line or arc you will see the line toolbar appear near the bottom of your
screen. The line toolbar contains functions that are frequently used on line or arcs in your Project. Following is an explanation of what each button will do.
Set Figure Current
Use this to make the current line or arc current in the Active Line
List.
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Points & Figures
End Figure
Use this to mark a line as complete or finished.
Reverse Figure Direction
Use this to switch the direction of a figure so you can append to
the opposite end.
Partition Line / Arc
You can partition (split) a figure or DXF line into smaller segments
using this command.
Delete Figure Segment
Use this to delete a segment from a figure.
Delete Entire Figure
Use the delete an entire figure.
Close Figure
Use this to close a figure so it finishes at the same point it started
at.
Open Figure List
Use this to display the Active Line List.
Draw Tool
Use this to draw lines, points, and connect line work between existing points. This will open the Draw Tool.
Convert Line to Spline
This will turn an existing figure that is comprised of straight lines
into a curvy line, and vice-versa.
Offset Tool
Use this to open the Offset Tool.
Stake Figure
Use this to open the stake line command and stake the current line
you have selected.
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Coordinate DXF Data
You can add coordinates to the DXF entity by pressing the Coordinate DXF Data button.
Information
This will display the inverse information of the segment you have
selected, as well as the perimeter and area if it is part of a closed
figure.
Select Line Toolbar
Various commands will use this toolbar to help you select a line.
Whichever Selection Mode you use, the selected line will be highlighted in red in the map screen
along with a direction indicator. If necessary, you can press the Switch Direction button to reverse
the start and end of the selected line. Press OK to accept the selected line and proceed to the next
step.
Selection Mode: Figure/DXF
Pick this mode to select an existing figure or DXF entity by selecting the desired figure from the map
screen. You can select any of the following:
l
Figures containing lines and/or arcs (but not curvy splines)
l
DXF lines, arcs, and/or polylines (but not splines, splined polylines, or fitted polylines)
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Points & Figures
Selection Mode: Figure Segment
Pick this mode to select an individual line or arc segment from a complex figure, by selecting the
desired segment from the map screen. You can select any of the following:
l
A line or arc segment from a Figure (but not a curvy segment)
Please Note: A line or arc segment from a DXF polyline cannot be selected.
Selection Mode: Define Points
Pick this mode to select points in your Project to define a line or arc. You can define the following line
types:
l
Straight Line: select a Start Point and End Point
l
Arc (CW): select a Start of Curve Point, Radial Point, and End of Curve Point
l
Arc (CCW): select a Start of Curve Point, Radial Point, and End of Curve Point
l
Arc (3Pnt): select a Start of Curve Point, Point on Curve, and End of Curve Point.
Switch Direction
The line direction will reverse, and the arrowhead shown in the map screen will show the current "forward" direction of the line.
OK
The highlighted line will be selected, and you will be returned to the appropriate command.
Cancel
You will return to the previous screen without selecting anything.
Figure List
The figure list contains a listing of all figures in your Project.
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Line Column
This is the group id assigned to the figure. Refer to the Active Linework topic for more information.
Active Column
If the figure is active, you will see the word YES. To make a figure not active, press the Switch Active
State button.
Description Column
This is the name of your figure which will usually match the description of the first point that the figure
is connected to.
Points Column
This is the total number of points that the figure is connected to.
Closed Column
If you closed the figure you will see the word Yes.
Show Active Figures
When this is selected (default setting) all of your active figures will be listed. You can select a figure
that you would like to work on simply by selecting it in the list and pressing the OK button. If this is
turned off, then all the figures in the Project will be displayed.
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Points & Figures
Switch Active State
Use this to change the status of a figure to "finished". When this is done, it will no longer be displayed
in the figure list of the Show Active Figures button is on. Once a figure is switched to a not active
state, nothing can be added to it.
Figures that are not active, can be made active again simply by selecting the figure you want to use
and pressing the Switch State button.
New Figure
Use this to create a new figure in the figure list.
Close Figure
Use this to close a figure so it will close back to the starting point.
Delete Figure
Use this to delete a figure that you have highlighted in the list. You can delete figures that are flagged
as active, or not active. Review the delete figures topic for more info on deleting.
Using Active Figures
Active Linework Options
We have 3 Draw Options for Active Linework, selected from buttons that appear beside the Description and Active Lines drop down lists:
Draw Lines button = Connect points with straight lines
Draw Curvy Lines button = Connect Points with a best-fit curvy line.
Draw 3-Point Arc button = Fit an arc through three measured points
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Start the first Line in a Project
To start the first line in a new Project, choose the desired point Description from the Description List
and select the desired draw option before you start taking measurements. The Active Lines list will
display -Start Line- as shown. At this point, the next point measured will be the first point of a new Active Line using the E/ASPH Description. Use the measure button to measure the starting point for the
new line.
After the measurement to the first point for the new line is complete, the line will be added to the Active Lines list, identified by the current point description and an automatically assigned group number:
E/ASPH:3. The group number is three, because this is the third figure using the description E/ASPH.
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Points & Figures
After the second point for this line has been recorded, the first segment will be created. From this
point forward, simply continue taking shots to add to the now current Active Line: E/ASPH:3
Note the insertion of ":3", this is the group number. Re-use of the Description E/ASPH for a new line
series in the current Project will automatically increment the group number by one. This allows you
track and store multiple active lines of the same description without the need for multiple entries in
your AutoMap Library. For example, E/ASPH:2, E/ASPH:3 ... E/ASPH:n can now be replaced with a
single E/ASPH entry.
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Stop adding to a Line
If you wish to stop adding to the current line, simply deselect the current draw option (Line, Curvy line)
before taking any more shots. After turning off the draw option, -No line- will display in the Active
Lines list button.
Start a subsequent New Line
Much like the first line in the Project, just select the desired description from the list and select the
desired draw option before shooting the first point for the new line.
The key to note is the display of -Start Line- in the Active Lines list. Once the first point for the new
line has been measured, the Active Lines list will set and display the new line as current.
Change Description within an Active Line
You may change the description within one ongoing line. Simply choose a different description and
continue taking shots. The ID of the Active Line will not change.
Figure Direction Marker
The current line in the map is always defined by a bold outline and a blue X at the end of the line. The
blue X indicates the line direction so you know what end of the line the next measurement will be connected to.
You can see that the blue X is on point 29. After you take your next shot, it will be automatically connected to this point.
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Points & Figures
Once you select the figure, you will see the line toolbar. On this toolbar, select this
button to reverse the direction. After you switch the direction, you will see the blue
"X" move to the opposite end of the figure.
New Figure
Pre-selection of Line Descriptions
A list of Active Lines (Figures) may be pre-specified to aid in planning for a complicated Project. Use
the New Figure button on the Active Line List screen to specify a Line Description before taking any
shots.
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You have the opportunity to use a manually entered comment with this method but the new line will be
linked to the selected Line Description. The comment will appear in the Active Lines list to aid correct
selection of the line.
Switching Active Figures
You may work on several figures at once. As described, ongoing figures are listed in the Figure List.
You will notice that in this Project there are three figures.
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Points & Figures
To change the current line, simply select the active line button which will open the Select Figure from
List screen. In this example it is the E/ASPH:3 button.
Select the desired figure from the list and continue taking shots to add to the selected line. All settings
are stored for each line so there is no need to reselect the Description or draw option.
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3-Point Arcs
To draw a three point arc on an ongoing Line, select the Draw 3-Point Arc button before shooting the
second of the three points that will define the arc (POC). (Note that this is not the radius point). After
measuring to the 2nd point, a dashed line will appear to illustrate that a 3-Point arc is in progress.
Shoot the 3rd point and the arc will appear. The current draw option will change from Draw 3-Pt Arc to
Draw Line after the third observation and the arc is complete.
We are going to connect a three point arc to the E/ASPH figure. Since we are measuring the midpoint of the arc, you need to turn on the three point arc toggle.
After you complete the measurement, you will see the midpoint drawn on the screen.
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Points & Figures
Once you complete the third measurement, you will see the arc drawn in the map.
Tip: Multiple three point arcs can be connected in series if needed.
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Splines (Curvy) Figures
Figures can contain splines. Splines are "best fit arcs" that are forced to go through the points that
define the figure.
Splines can be attached to straight or three point arc segments.
To draw a spline, simply choose the spline toggle.
Changing Active Lines to Curvy Lines
Any Active Line series (figure) can be changed from a series of straight segments to a best-fit curvy
line. Select the figure in the drawing to open the line toolbar. On the toolbar press the Line-Spline button which will convert the line to a curvy line. If the line is already a curvy line, it will convert it to
straight tangents between the points.
Note that any 3 point arcs or straight line segments will be lost when you use this function.
Complex Figure
Figures that contain straight segments, arcs and spline segments are said to be a complex figure.
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Points & Figures
Closing Figures
To make a closed figure with an Active Line, select the Close Current Line button
on the line toolbar. This will draw a line from the last point to the first point shot in
the figure. The Line will be removed from the Active Lines list as it is now considered complete.
You will see that the figure now is closed back to the original start point.
In the active lines list, if you turn off the Show Active Figures you will see that the figure is flagged
as Active = NO and Closed = YES.
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Alternatively, you can also close a figure in the Figure List screen by using the Close Figure button.
End (complete) a Figure
To mark a line as complete or finished, use the End Current Line button on the line toolbar. This will
remove the line from the Active Lines list so that no more segments or arcs can be added.
This works similar to closing a figure, but differs in that the figure will not be forced to close back on to
the original start point.
Re-Activating Figures
When a figure has been marked as complete, you can activate it again as follows:
From the Line Toolbar
You can visually pick on the map view the figure that you would like to re-activate.
On the line toolbar, select the activate button which will make the selected figure
active.
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Points & Figures
From the Figure List
You can also open the active lines list and if you turn off the Show Active Figures button you will
see the figures that are marked as not active. Simply select the figure you want and press the Switch
Active State button which will set it to active.
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Deleting Figures
To delete linework in your Project simply select the figure you want to delete. When you select the figure, the line toolbar will open.
Use this button on the line toolbar to delete an individual segment
between two points or a three point arc.
Use this to delete the entire figure that you have selected.
Notes:
Splines: Spline sections are considered to be one entity so using the delete entire figure, or delete segment, each will do the same thing. The entire spline will be deleted.
If a segment or arc is deleted from the middle of a figure, the figure will be broken into
two pieces. Each new figure will be assigned a new group number. Closed or ended
figures will be re-activated and added to the Active Lines list.
You can also delete a figure by selecting it in the active lines list, then pressing the Delete Figure button.
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Points & Figures
Draw Option Defaults
To setup draw option defaults you need to own a copy of MicroSurvey CAD or inCAD. From within
MicroSurvey CAD or inCAD you can use the AutoMap editor to set default draw settings for each
Description in the MicroSurvey CAD or inCAD AutoMap Library. When this library is copied to your
collector, selecting a Description will choose the correct FieldGenius Draw option for Active Linework
in FieldGenius.
Lines
Choose the following in your desktop AutoMap library editor to set the draw default for FieldGenius to
Lines.
In FieldGenius when the description is selected, the line toggle will be automatically turned on.
As shown below, the line toggle has been automatically turned on when the E/ASPH description was
selected from the list.
Curvy Lines
Choose the following to set the draw default for FieldGenius to Curvy Lines
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MicroSurvey FieldGenius
In FieldGenius when the description is selected, the curvy toggle will be automatically turned on.
As shown below, the curvy toggle has been automatically turned on when the E/ASPH description
was selected from the list.
None
Choose the following to set the draw default for FieldGenius to None
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Points & Figures
As shown below, when the HUB description was selected, all line connectivity toggles are turned off.
Notes:
The 2D Connection and 3D Connection settings do not affect FieldGenius, we only
make use of these settings as defaults in MicroSurvey CAD or inCAD. All
FieldGenius figures are 3D. With FieldGenius data imported to MicroSurvey CAD or
inCAD, there is no need to process AutoMap connections as FieldGenius figures are
drawn automatically. For more details on the AutoMap Library, see your MicroSurvey
CAD or inCAD Help System.
Drawing Tool
Main Menu | Survey Tools | Drawing Tool
Line Toolbar | Pencil button
Point Toolbar | Pencil button
This tool allows you to quickly draw a plan such as a pad or a building footprint into your Project, and
is typically used to recreate plans from a paper hard-copy. You can use this to either calculate new
points, or to connect existing points that are already in your Project.
You must have at least one point in your Project before you can start, to define the starting position for
your plan. If a point does not yet exist (for example if this is the first command you run in a new Project), you will be prompted to store a new point before you can proceed.
Line Mode
Use the Line draw mode to add straight line segments to your figure.
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Start Point
Specify the start point for the new segment.
For starting a new plan, this should be set to an existing point in your Project, typically a corner that
you will begin drawing the plan from.
As you continue adding subsequent points/segments to your plan, you will see the Start Point field
automatically advance for you.
Distance
Specify the length of the line segment you wish to draw.
Direction
Specify the direction (Azimuth or Bearing) of the line segment you wish to draw. The easiest way to
do this is to use the right/left arrow buttons, which will increment/decrement the direction value by the
amount shown in the pulldown list below the arrows. You can select a common angle from the
choices in the list (90, 45, or 30 degrees), or you can type any value if you need to increment it by
some other amount.
Store
After you have defined the segment to add, press this to store the new point and line segment into
your Project.
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Points & Figures
Store+
This does the same as the Store button, but you will see the Store/Edit Point screen. Use this to confirm or view the coordinates, or to specify a description.
Point by Line Mode
This is the same as the Line mode, except that when you press Store or Store+ it will only store the
point, without drawing the line segment.
Arc Mode
Use the Arc draw mode to add arc segments to your figure.
Start Point
Specify the start point for the new segment.
For starting a new plan, this should be set to an existing point in your Project, typically a corner that
you will begin drawing the plan from.
As you continue adding subsequent points/segments to your plan, you will see the Start Point field
automatically advance for you.
Direction
Specify the direction (Azimuth or Bearing) of the tangent in to the arc segment you wish to draw.
This will default to either the direction of the previous line segment or the tangent out of the previous
arc segment, so as long as your arc is tangential to the previous segment you will not need to change
this value.
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Angle / Chord Length / Arc Length
Specify one of the three available methods to define your arc:
l
Angle: Enter the interior delta angle of the arc.
l
Chord: Enter the chord length of the arc.
l
Arc: Enter the arc length of the arc.
Radius
Specify the radius to define your arc.
Clockwise / Counter-Clockwise Arrows
Use the Right/Left arrow buttons to define whether the arc rotates clockwise or counter-clockwise.
Store
After you have defined the segment to add, press this to store the new end and radial points, and draw
the arc segment into your Project.
Store+
This does the same as the Store button, but you will see the Store/Edit Point screen. Use this to confirm or view the coordinates, or to specify a description.
Point by Arc Mode
This is the same as the Arc mode, except that when you press Store or Store+ it will only store the
points, without drawing the arc segment.
Connect Points Mode
This mode lets you draw lines/arcs by connecting points that already exist in your Project.
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Points & Figures
Start Point
Specify the start point for the new segment.
For starting a new plan, this should be set to an existing point in your Project, typically a corner that
you will begin drawing the plan from.
As you continue connecting subsequent points to your plan, you will see the Start Point field automatically advance for you.
Line Type
Specify one of the five available methods to define your next figure segment:
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Straight: this will draw a straight line between the specified Start Point and End Point.
Arc (CW): this will draw a clockwise arc between the specified Start Point and End Point, with
the specified Radial Point.
Arc (CCW): this will draw a counter-clockwise arc between the specified Start Point and End
Point, with the specified Radial Point.
Arc (3Pnt): this will draw an arc (clockwise or counter-clockwise) between the specified Start
Point and End Point, going through the specified intermediate Arc Point (any point directly on
the arc, does not need to be the midpoint).
Spline: this will draw a curvy line between the specified Start Point and End Point.
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Store / Store+
The Store and Store+ buttons are disabled for this mode, because new points are not being calculated
for your Project. The line or arc segment will be automatically drawn into your Project after you specify its parameters.
Undo
Press the Undo button to undo the last segment you computed, removing both the point and/or the
line segment (as appropriate) from your Project. You can undo multiple steps.
Note, there is no Redo function.
Close
Press the Close button to exit from the Draw Plan command, and you will be returned to the map
screen.
Smart Tags
When you select an existing or create a figure in your drawing you will see smart tags appear on the
points that make up the figure.
Smart Tag "T"
The T smart tag define points connected to straight line segments.
Smart Tag "M"
The M smart tag defines the midpoint of an arc.
Smart Tag "C"
The C smart tag define points connected by a curvy line type.
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Points & Figures
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MAIN MENU
On the main interface of FieldGenius you will see the FieldGenius Start icon which will always activate the main menu or display the previously viewed sub-menu. When the button is pressed you will
see the main menu screen:
On the main menu, pressing any of the buttons will take you to its sub-menu.
From any sub-menu, pressing the Menu Home button will return you to this menu.
The Map View button will close the main menu and take you back to the map view.
The Exit button will close FieldGenius.
Project Manager
Selecting this will allow you to create, open or delete Project. Please see the Project Manager topic
for more information.
Settings
Select this to check or change settings for FieldGenius. Please see the Settings topic for more information.
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Main Menu
Measure Modes
Select this to choose a Measure Mode such as occupying a point, checking a point, or measuring an
offset. Please see the Measure Modes topics for more information.
Survey Tools
Select this to execute tools such as manually storing new points, deleting/undoing the previously
measured point, or viewing the raw file. Please see the Survey Tools topic for more information.
Calculations
Select this to use our calculating functions such as COGO and inversing. Please see the Calculations topic for more information.
Staking
Select this to access our staking functions. Please see the Staking topic for more information.
Import/Export
Select this to import or export ASCII files, and to export DXF, XML, and other files. Please see the
Import/Export topic for more information.
Please note, additional file types can be imported from the Surface Manager and the Map Data Layers
Manager, both located in the Data Manager menu.
Data Manager
Use this to manage your points, DXF files, and surfaces. Please see the Data Manager topic for more
information.
Roads Manager
Use this to access tools that will help you create or edit alignments, templates, and profiles. Please
see the Roads Manager topic for more information.
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Project Manager
Main Menu | Project Manager
The Project Manager is used to create, open, or delete Projects stored on your data collector. When
you start FieldGenius this is always the first screen you will see.
You can sort the list by Project name or date by tapping on the column's header.
FG Projects Folder
Press this button to specify a different Project folder than the default. The default is ...\MicroSurvey\FieldGenius\FG Projects\ (Windows CE/Mobile) or ...\Documents\MicroSurvey\FieldGenius\FG Projects\ (Windows Tablet/PC). Once you set the directory it
is written to the MSurvey.ini file and is used for all subsequent Projects.
Delete Project
To delete a Project, pick the Delete trash can icon next to the Project Name. You will be asked to confirm that you really want to delete the Project.
Notes:
- You cannot delete a Project that is currently open
- Projects that have been deleted cannot be restored
Open Project
To open an existing Project, simply select it in the list and press the Open button.
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Main Menu
Review & Open Project
To review and open an existing Project, simply select it in the list and press the Review & Open button. This option will display the Project files used with the Project.
New Project
To create a new Project, simply press the New Project button. You will then see the New Project
screen which will allow you to enter a name, choose your AutoMap library and set the units for the Project.
Exit
To exit from the Project Manager press the Exit button.
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Settings Menu
Main Menu | Settings
The settings menu is used to setup and review settings that have been set for your current Project.
You can also specify default settings for new Projects that are created.
Most of these settings are stored in a file named MSurvey.ini which can be found in the ...\MicroSurvey\FieldGenius\Programs\ (Windows CE/Mobile) or ...\ProgramData\MicroSurvey\FieldGenius\9\ (Windows Tablet/PC) directory. It is recommended that
once you have defined your settings, that you make a backup of this MSurvey.ini file.
Options
Use this to set or change settings that affect FieldGenius's functionality. Please see the Options
topic for more information.
Units and Scale
Use this to set or change the units, bearings, distances and scale settings for your Project. Please
see the Units and Scale topic for more information.
Coordinate System
Use this to define the coordinate system for your Project. Please see the Coordinate System Settings topic for more information.
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Main Menu
Keyboard Shortcuts
Use this to define shortcuts to FieldGenius commands and assign them to your keys. Please see the
Keyboard Shortcuts topic for more information.
Language Selection
Pick the Language for the program interface. Many options are available, see the Language Selection
topic for more details.
AutoMap Library
The AutoMap Library editor, see the AutoMap Library topic for more details.
GroupCode Editor
The GroupCode editor, see the GroupCode Editor topic for more details.
Feature List Editor
Launch the external Feature List Editor (Windows Tablet/PC only). See the Feature List Editor topic
for more information.
Project Information
Use this to enter and save information about your Project. Please see the Project Information topic for
more information.
About
Opens the About screen.
Options
Main Menu | Settings | Options
The options screen helps you set settings that affect the look and feel of FieldGenius.
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Press the [+] buttons along the left to expand (show) each section, and the [-] buttons to collapse
(hide) it.
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Interface Options
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User Input Options
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Point Attributes Options
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Map Configurations Options
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Default Units Options
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Total Station Options
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GNSS Options
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Staking Options
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Roading Options
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System Options
Interface Options
Map Colour
Use this to force the background color for the main drawing area to be white or black
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Main Menu
Map Orientation
Using this will force the map screen to be oriented to the north or south. This is needed for coordinate
systems that are referenced south, such as in South Africa. This is different from South Azimuth directions, as used in Hawaii.
Arc Resolution
This option determines the number of segments that will displayed in an arc on the screen. Reducing
this number increases program speed; increasing this number slows down graphics display, but
improves the quality of arcs and curvy lines displayed on the screen.
Text Size (Info/Grid)
Use this to force the text shown in the Information screens (such as the Observation toolbar and the
COGO History screen) and grid screens (such as the Project Manager and Angle Offset shots) to use
a small or large sized text.
Show Scale Bar
Use this to turn the scale bar shown on the main map screen on or off.
Scrollbar Width
Use this to increase the width of the scroll bar on the map screen.
User Input Options
Keypad Text Color
Use this to turn change the keypad text color to show up better against the keypad background color.
Keypad Background Color
Use this to turn change the keypad background color so the text shows up better.
Extended Edit Boxes
Use this to control how you want to bring up the selected keypad when tapping in an edit box: either
with a single tap, a double tap, or off. Users of devices with a keyboard should leave this set to
Double Click, and users of devices without a keyboard should set this to Single Click. Setting this to
Off disables both the keypad and any other commands that may be started directly from the edit field,
such as the Point Chooser or Inverse Tool, so that edit fields can only be used for typing values from
your physical keypad.
Menu Shortcuts
This will enable menu shortcuts so if you have a keyboard device you can press letter and number
keys to navigate around the program.
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Instrument Toolbar
You can define if the instrument toolbar is located on either the Right or Left Side of your map screen.
SIP Type
Use this to specify which SIP keypad type you want to use on a Windows Mobile device.
Point Attributes Options
Coordinate Order
Use this to control the display of coordinate values in FieldGenius. Options are NEH, ENH, XYZ,
XYZ (South) and YXZ (South) affecting any area of the program where coordinates are displayed.
This option also affects whether the ASCII Import and ASCII Export commands use a N,E or E,N
(X,Y) file format.
Alphanumeric IDs
When this is enabled you will be allowed to enter Alphanumeric Point IDs such as 21a, AB3, EV2. If
this isn't turned on, then FieldGenius will not accept anything but integer numbers. Alphanumeric
input of Point IDs can contain up to 31 characters.
Alphanumeric Case Sensitive
When this is enabled the Point ID that is used as a unique identifier will be case sensitive, points a1
and A1 will be recorded as 2 separate points.
Notes:
The Case Sensitive setting is applied when the user stores a measured, calculated,
or manually entered point and FieldGenius needs to determine if the Point ID already
exists. In other cases the setting is not used, specifically:
- Importing Points: When importing points the setting will not be applied.
FieldGenius will treat the Point IDs as Case Sensitive, regardless of what the setting
is.
- Point Ranges: Point ranges will be handled as Not Case Sensitive.
- Sorting Points: The Point Database and other sorting applications will always sort
as Not Case Sensitive.
- Point Query: Specifying a Point ID as input will always require an exact match and
is Case Sensitive.
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Main Menu
Point ID Range - Minimum
Use this to force FieldGenius to limit the point numbers that are used to a specific range; here you
would specify the minimum range value. If you try to use a point number that is less than this value,
you will see a message that will ask you to select a different point number. Note: If you have the
Alphanumeric IDs toggle turned on, a natural order sort algorithm determines if a Point ID falls within
the range.
Point ID Range - Maximum
Use this to force FieldGenius to limit the point numbers that are used to a specific range; here you
would specify the maximum range value. If you try to use a point number that is greater than this
value, you will see a message that will ask you to select a different point number. Note: If you have
the Alphanumeric IDs toggle turned on, a natural order sort algorithm determines if a Point ID falls
within the range.
Alphanumeric Point ID's can have a maximum length of 31 characters.
Point ID Intervals
Enter the value that the next point will automatically increment by. The default is 1 and consecutive
points will be recorded as 1,2,3 ... If the Point ID interval is set to 2 consecutive points will be recorded as 1,3,5,7...
LandXML Export - Prefix IDs
When this is enabled, point numbers will be prefixed with the point's description upon creation of an
XML file. For example, if a point has a number of 100 and description of PIN, in the XML file its ID will
be PIN100.
New Description Prompt
This controls how FieldGenius deals with descriptions that don't match anything in your AutoMap library. If this is on, when you enter a description that isn't in the AutoMap library you will see a warning
message asking you if you want to add it.
If it is off, any description that doesn't have a match in the AutoMap library will be automatically
added to your Project's AutoMap library.
Time Stamp Saved Points
This tells FieldGenius to write a timestamp into the raw file whenever a point is stored.
Write Notes to Raw File
When this option is enabled, the text note recorded for a specific point will be written to the Raw file
as a comment.
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Map Configurations
Show ID
This is used to show or hide the point number labels for your points.
Show Description
This is used to show or hide the point description labels for your points.
Show Elevation
This is used to show or hide the point elevation labels for your points.
Level of Detail
The Level of Detail filter, when turned off, will force FieldGenius to show the point labels all the time,
independent of your zoom level. If it is turned on, FieldGenius uses an algorithm to determine if displaying the point labels is necessary.
This is demonstrated in the following two images, the first has LOD turned on and the second has
LOD turned off.
With LOD on, as soon as you zoom in to a reasonable level, the labels will appear automatically.
Under normal circumstances you will keep the LOD feature active.
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Main Menu
Text Size (Map View)
Use this to change the default text size that is used on the Map View.
Map Position Select
If this is turned on, tapping a blank part of the map screen will display the Map Select Toolbar.
Map Point Select
If this is turned on, then tapping on a point from the map screen will select the point tapped and show
it as a blue circle and open the Point Toolbar. The point can then be saved as a recorded point in your
Project.
Map Line Select
If this is turned on, then tapping on a line from the map screen will select it and open the Line Toolbar.
Map DXF Entity Select
If this is turned on, then tapping on a DXF entity will highlight it. If turned off then the DXF file will
behave like an underlay and is not selectable.
Default Units Options
These options provide the default settings shown in the Units & Scale screen when creating a new
Project; they do not necessarily reflect the actual settings for the current Project. Please see the
Units & Scale topic for more detailed information on each option.
Distance Unit, Format, Precision
Specify whether new Projects should default to Meters or Feet, in which format, and with how much
precision.
Angle Unit, Format, Precision
Specify whether new Projects should default to Degrees, Radians, or Gons/Grads, in which format,
and with how much precision.
Direction Format
Specify whether to use Bearings or Azimuths by default for new Projects.
Scale
Specify the default ground-to-grid scale factor to use for new Projects.
Corrections
Specify whether to enable or disable the "Curvature and Refraction Corrections" option by default for
new Projects.
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Total Station Options
Default Measure Mode
This specifies which Measure Mode FieldGenius will default to, either Sideshot or Sideshot (Auto).
Quick Measure Modes
When this is turned on, when you press the Measure button in routines such as the Horizontal Angle
Offset or Resections screens, it will force the instrument to take a measurement instantly. If this is
turned off, then pressing the Measure button will take you back to the map screen where you have to
press the measure button on the instrument toolbar to take a measurement.
If you're using a robotic instrument you will probably want to keep this turned off.
Traverse Reciprocate
When this is turned on, you will be able to use the Reciprocate Traverse option on the Backsight Summary screen, when occupying a traversed point. This recalculates your setup point's position, based
on an average of the traverse shot to the point being occupied and the backsight shot from the point
being occupied. If this is turned off, then the Reciprocate Traverse option within the Occupy Point
routine will be grayed out. For additional details, please refer to the Backsight Summary topic.
Display Use Last Setup Screen
When this option is turned on, you will be offered to the choice to use the last instrument occupied
point when for an existing Project is opened. This is useful if the program is inadvertently closed in the
middle of a Project and the instrument has not moved from the last occupied point. You can start work
again without having to backsight and reestablish the instrument location.
Use Assistant on Open
The Total Station Assistant suggests workflow shortcuts when opening a Project.
GNSS Options
EP+ Records
Toggle the format of the EP record written to the raw file. The standard EP record contains a combined horizontal RMS value, while the EP+ record contains RMS values for Northing and Easting.
EP+ records are required when seeding positions with regards to L-band correction services.
Post Processing Tagging
Start and End times of GNSS measurements can be written to the raw file as comments. These values are required for post processing raw data with Effigis OnPOZ (EZSurv) software. NOTE: End
times are captured when the user picks the Store Position button on the GNSS Measurement dialog.
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Main Menu
Leap Seconds (GPS-UTC)
Some receivers report UTC time instead of GPS time. When writing Start and End times for GNSS
measurements, the Leap Seconds value will be applied to the UTC time to ensure GPS time is recorded. NOTE: This value will change over time and is the responsibility of the user to ensure it is current. This value only applies to those receivers that report UTC time.
Prompt Raw Logging
Raw data logging on most receivers must be manually initialized. A prompt can be displayed at connection time to remind the user to start raw data logging on the receiver.
Test Incoming Data Stream
Some GNSS receivers automatically connect to the previous correction link. FieldGenius can test for
incoming corrections at connection time to eliminate the Link Configure step.
Display GNSS Reference Setup
When connecting to a reference receiver, a prompt can be displayed to remind the user of the steps to
take to complete a reference setup.
Staking Options
Note: You can also access these options directly from the staking toolbar.
Tolerance
This is the error tolerance that the staking command will use. When your staking "move by" distances
are equal to or less than this amount, your direction to a point will be indicated in green text in the
Observation Toolbar at the top left hand corner of the screen. Green text will be displayed to notify
you that you're meeting your tolerance; if you do not meet the tolerance, the text will switch to red.
Orientation Total Station
The user can set an orientation preference for a Total Station layout. Depending on the equipment currently in use, FieldGenius will automatically use the defined orientation.
Orientation North (Cardinal)
With the North orientation, North is the reference direction. The "move by" distances are standard cardinal directions.
North: This is the distance you need to move North.
South: This is the distance you need to move South.
East: This is the distance you need to move East.
West: This is the distance you need to move West.
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MicroSurvey FieldGenius
Cut: This is the amount you have to go down from the current rod position to the stake point's
elevation.
Fill: This is the amount you have to go up from the current rod position to the stake point's elevation.
Orientation North (Directional)
With the North orientation, North is the reference direction. The "move by" distances are indicated by
arows showing the direction of the movement.
Up arrow: This is the distance you need to move North.
Down arrow: This is the distance you need to move South.
Right Arrow: This is the distance you need to move East.
Left Arrow: This is the distance you need to move West.
Cut: This is the amount you have to go down from the current rod position to the stake point's
elevation.
Fill: This is the amount you have to go up from the current rod position to the stake point's elevation.
Instrument
With the staking reference set to Instrument the map view will be twisted so the instrument is
centered towards the top of your screen. The "move by" distances are with respect to the rod position
looking towards the instrument. This view is useful when using a robotic instrument.
In: This is the distance you need to move towards the instrument.
Out: This is the distance you need to move away from the instrument.
Right: Facing the instrument, move right by this amount.
Left: Facing the instrument, move left by this amount.
Cut: This is the amount you have to go down from the current rod position to the stake point's
elevation.
Fill: This is the amount you have to go up from the current rod position to the stake point's elevation.
Prism
With the staking reference set to Prism the map view will be twisted so the prism is centered towards
the top of your screen. The "move by" distances are with respect to the instrument man looking at the
prism. This view is handy when using a non-robotic instrument.
In: This is the distance you need to move towards the instrument.
Out: This is the distance you need to move away from the instrument.
Right: Facing the prism, move right by this amount.
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Main Menu
Left: Facing the prism, move left by this amount.
Cut: This is the amount you have to go down from the current rod position to the stake point's
elevation.
Fill: This is the amount you have to go up from the current rod position to the stake point's elevation.
User Point
With the User Point orientation, you can use an existing point in your Project as the reference. The
view will be twisted so that the selected point is centered towards the top of your screen.
In: This is the distance you need to move towards your user reference point.
Out: This is the distance you need to move away from your user reference point.
Right: Facing your user reference point, move right by this amount.
Left: Facing your user reference point, move left by this amount.
Cut: This is the amount you have to go down from the current rod position to the stake point's
elevation.
Fill: This is the amount you have to go up from the current rod position to the stake point's elevation.
Line
With the staking reference set to Line the map view will be twisted so the line is drawn vertically with
the start of the line at the bottom of the screen and the end of the line at the top of the screen. The
"move by" distances are with respect to the line.
In: You will not be given an In distance.
Out: You will not be given an Out distance.
Right: Looking down the line (or parallel to it), move right by this amount perpendicularly
towards the line.
Left: Looking down the line (or parallel to it), move left by this amount perpendicularly towards
the line.
Cut: This is the amount you have to go down from the current rod position to the stake line's
interpolated elevation.
Fill: This is the amount you have to go up from the current rod position to the stake line's interpolated elevation.
Orientation GNSS
The user can set an orientation preference for a GNSS layout. Depending on the equipment currently
in use, FieldGenius will automatically use the defined orientation.
Orientation North (Cardinal)
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MicroSurvey FieldGenius
With the North orientation, North is the reference direction. The "move by" distances are standard cardinal directions.
North: This is the distance you need to move North.
South: This is the distance you need to move South.
East: This is the distance you need to move East.
West: This is the distance you need to move West.
Cut: This is the amount you have to go down from the current rod position to the stake point's
elevation.
Fill: This is the amount you have to go up from the current rod position to the stake point's elevation.
Orientation North (Directional)
With the North orientation, North is the reference direction. The "move by" distances are indicated by
arows showing the direction of the movement.
Up arrow: This is the distance you need to move North.
Down arrow: This is the distance you need to move South.
Right Arrow: This is the distance you need to move East.
Left Arrow: This is the distance you need to move West.
Cut: This is the amount you have to go down from the current rod position to the stake point's
elevation.
Fill: This is the amount you have to go up from the current rod position to the stake point's elevation.
User Point
With the User Point orientation, you can use an existing point in your Project as the reference. The
view will be twisted so that the selected point is centered towards the top of your screen.
In: This is the distance you need to move towards your user reference point.
Out: This is the distance you need to move away from your user reference point.
Right: Facing your user reference point, move right by this amount.
Left: Facing your user reference point, move left by this amount.
Cut: This is the amount you have to go down from the current rod position to the stake point's
elevation.
Fill: This is the amount you have to go up from the current rod position to the stake point's elevation.
User Line
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Main Menu
TBD"
Line
With the staking reference set to Line the map view will be twisted so the line is drawn vertically with
the start of the line at the bottom of the screen and the end of the line at the top of the screen. The
"move by" distances are with respect to the line.
In: You will not be given an In distance.
Out: You will not be given an Out distance.
Right: Looking down the line (or parallel to it), move right by this amount perpendicularly
towards the line.
Left: Looking down the line (or parallel to it), move left by this amount perpendicularly towards
the line.
Cut: This is the amount you have to go down from the current rod position to the stake line's
interpolated elevation.
Fill: This is the amount you have to go up from the current rod position to the stake line's interpolated elevation.
Compass Switch Threshold
This allows a user to input a distance within which the compass on a Total Station.
Attached User ID
Use this to add a value to the point number you’re currently staking. For example if the point you're
staking is point 8, and this field is set to 1000. In the raw file it will show that you staked point 1008
and will also store the staked position as point 1008 in the Project database.
Line Mode
Use this to control how your navigation distances are computed and displayed when staking a Line.
In Auto mode, FieldGenius will automatically determine if it should display in/out or left/right offsets to
the line. Auto mode will display in/out distances if the line of sight intersects the line equal or greater
than 45° (In/Out); if it is less than 45° then FieldGenius will display (Left/Right) offsets to the line.
You can force FieldGenius to always display In/Out distances to the line by setting it to In/Out.
Use Left/Right to always see the Left/Right offset to the line.
If you're staking an arc, FieldGenius will always display in/out offsets no matter what line mode setting FieldGenius is set to.
This option has no effect if you have selected the "Line" Orientation Reference option.
Robotic Prism Tracking
When selected the robotic total station will track the prism as the user moves it across the scene site.
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Turn Instrument Mode
If you have a motorized instrument, including robotics, you can control how FieldGenius turns the
instrument during stakeouts. If you want FieldGenius to compute the horizontal and vertical angle
needed to stake your point, use the 3D (HA + VA) option. If all you want is the horizontal angle to be
turned, and the vertical left alone, select the 2D (HA) option.
Cut and Fill Slopes
Use this to specify your cut and fill slopes when you’re slope staking. The fill slope value will be used
when the hinge point is higher than the calculated catch point and this will occur in areas that require a
fill. The cut slope will be used when the hinge point falls below the calculated catch point. This will
occur in areas that require a cut.
A Cut of 2:1 means you would have a cut of 1 unit for every 2 units traveled horizontally.
DTM Staking Name
Use this to select a surface that will be used to compute a new z value for the design point. When you
select a surface you need to have the Stake to DTM toggle checked. Once this is turned on, the
elevation for any point you stake will be computed using this surface. In other words, if
you’re doing point staking and the point has a design elevation, it will be ignored. The stake
point’s N & E will be used to intersect a point on the surface and that elevation will be used
to stake the point.
Fade Staked-Out Points
Place a check mark in this box if you would like to see staked out points displayed differently to nonstaked out points. A staked out point will appear as a slightly greyed out inverted triangle. This is for
you to make quick assessments of what has been done and what remains to be finished.
Display Point Staking Screen
Place a check mark in this box if you would like to see the Point Staking screen displayed. This
screen will always be displayed if there are values in the Design Point Offset fields. This was done to
ensure that you never stake a point with a forgotten (and wrong) offset.
Display Stake Result Screen
Place a check mark in this box if you would like to see the Stake Result screen displayed after staking out a point. This screen will always be displayed if the staked out point exceeds the staking tolerances.
Store Stake Point
Place a check mark in this box if you would like the staked out point to be stored along with the raw
data. If no check mark is in this box then only the raw data is stored, and the Store Point dialog will
not be displayed.
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Main Menu
By default this is checked. What will happen is when you store a staked position using the store button on the stake toolbar you will be prompted with a screen allowing you to assign a point number and
description to the new point that will be created.
The point description will default to the current description from the AutoMap Library, as shown on
your topo toolbar. If you choose a different description from the library, then it will be retained for all
consecutive stakeout points.
Furthermore, when this feature is turned on it will use the value in the Add Id field to determine the
point number for the recorded staked position. For example if you staked point 19 and you have an
Attached User Id = 1000, then FieldGenius will automatically use 1019 as a point number. This can
be changed by the user.
Show Staked-Stored Points
Place a check mark in this box if you would like to see the staked out point displayed on map. We
provide you with the choice so that you can quickly see which points you have already staked out.
Use Stake List
Place a check mark in this box if you would to use the Staking list instead of staking out from the
Points database. If you use a staking list, you will never have a measured point presented as a new
point to stake out.
Find Next Nearest
Place a check mark in this box if you would like FieldGenius to search in the Points database (i.e. not
in the staking list) for the nearest point from the current position, and present it as the next point to be
staked out.
Roading Options
Stationing Format
You can specify the format for your stations.
Value
Stationing Format
0+000.000
0+00.00
0.000
10
0+010.000
0+10.00
10.000
100
0+100.000
1+00.00
100.000
1000
1+000.000 10+00.00 1000.000
10000 10+000.000 100+00.00 10000.000
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MicroSurvey FieldGenius
Force Tangential
Place a check mark in this box if you would like to automatically enforce the direction of alignment
geometry elements so they remain tangential to previous geometry elements. This rule can be useful
to ensure the alignment geometry elements maintain a common tangent direction between adjacent
elements.
Dynamic Horizontal Alignment
Place a check mark in this box if you would like changes to the direction of alignment geometry elements to be applied to subsequent geometry elements. To illustrate: modify the direction of a line geometry element by 10° clockwise. With this feature is enabled, all geometry elements following the
modified line will also be rotated by 10° clockwise. With this feature is disabled, only the single line
element will be rotated by 10°.
System Options
Show Tool Tips
When turned on, a "Tip of the Day" will be displayed when FieldGenius is started, and tooltips will be
displayed when you hover over any button.
Turning this off will hide the "Tip of the Day" dialog and will disable tooltips on buttons.
Communication Trace File
When turned on it will create a log file of the communication between FieldGenius and your instrument, which can be used to diagnose communication problems and should only be used in this situation. The text file will be named TraceTS.txt or TraceGNSS.txt and will be created in the ...\Program
Files (x86)\MicroSurvey\FieldGenius\9\ directory on your device.
Always Auto-Reconnect
When turned on it the program will always attempt to reconnect if communication drops between the
device and the collector.
Datum Warning Dialog
When turned on a warning will show up when the datum is changed so the user can move to use a
new datum.
Unit Settings
Main Menu | Settings | Units and Scale
The units and scale menu allows you to specify settings for your Project. Some of these settings are
recorded in the raw file and the Project's INI file, as well as recorded in the MSurvey.ini file.
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Notes:
The Distance Unit (Meters or Feet) and Angle Unit (Degrees, Radians, or Gons) can
only be set when creating a new Project. After a Project has been created, these will
remain greyed-out and cannot be changed.
You can set these settings as defaults for new Projects by pressing the Save as Default Settings
button. The default settings can also be set in the Options screen.
Note: the actual precision on distances and angles returned from your instrument may be limited to
less than the precision you select here. Selecting a higher precision here will not increase the precision of values queried from your instrument.
Distance Unit
Choose the distance unit that you will be using: Meters, International Feet, or US Survey Feet. All distances will be displayed in the selected format. All distances will be recorded to the raw file in decimal
format. Database coordinates are always stored with 6 decimal places, and rounded to the desired
precision for display.
Meters
If you choose Meters as your distance unit, you can also specify the number of decimal places to display within FieldGenius, from 0 to 6.
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International Feet / US Survey Feet
If you choose International Feet or US Survey Feet, then you can specify to use either a decimal
format with a precision from 0 to 6, or a Fractional format with feet and inches.
If you use the decimal format, distances will be displayed in decimal feet, such as 10.5' to indicate
10.5 feet or 10feet-6inches.
If you use the fractional format, distances will be displayed in feet and fractional inches, such as 10'6
1/2" to indicate 10feet-6.5inches or 10.54166667 feet.
Angle Unit
Choose the angular unit that you will be using: Degrees, Gons/Gradients, or Radians. All angular values written into the raw file will be recorded in the selected format.
Degrees
If you select Degrees, then you can also select which format to use, either DDD°MM'SS.s" for
degrees-minutes-decimal seconds, DDD°MM.m' for degrees-decimal minutes, or DDD.d° for
decimal degrees. You can also specify the number of decimal places to use, from 0 to 8.
Gons (Gradients)
If you select Gons (Gradients) then you can also specify the number of decimal places to use, from 0
to 8.
Radians
If you select Radians then you can also specify the number of decimal places to use, from 0 to 8.
Direction Format
Choose the direction format that you will be using: North Azimuth, South Azimuth, or Bearings. When
entering a direction, you can always override this setting by entering the angle with the cardinal quadrant indicated before or after the angle. If there is no quadrant specified, then the input angle will be
interpreted as an Azimuth.
Scale Factor
You can use a scale factor to adjust ground distances to grid distances.
Distances measured with a total station will be recorded in the raw file with the unscaled, true measured slope distance. This scale factor is applied to the computation of coordinates only.
Distances entered using the Traverse/Intersect tool (COGO) will be scaled by the scale factor.
Distances calculated using the Inverse tool, or recalled using the pt..pt format will be scaled by the
inverse of this scale factor. The result will be the inversed grid distance times the inverse of the scale
factor, so that the ground distance is returned.
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Main Menu
This Scale Factor does not affect any GNSS measurements. Please see the GNSS Local Transformation topic for information on using a GNSS Scale Factor.
Curvature and Refraction Correction
When selected, the correction is applied to the computation of drawing coordinates only. Raw data
will not be altered in any way. When available from your instrument, we recommend the use of that
option and leave this setting toggled OFF in FieldGenius. Note: Be careful to not have this setting
toggled ON in both your instrument AND FieldGenius.
Save As Default
Use this to permanently write the current settings to the MSurvey.ini file. When you create a new Project, it will use these settings. The default settings can also be set in the Options screen.
Coordinate Systems
Coordinate System Settings
Main Menu | Settings | Coordinate System
The coordinate system settings are used to transform GNSS derived curvilinear coordinates (latitude,
longitude and ellipsoidal height) into Cartesian coordinates (northing/y, easting/x, and ellipsoid or
orthometric height) for presentation on the drawing window and data storage.
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Horizontal Group
Set the horizontal projected coordinate system for your Project.
The default coordinate system in FieldGenius is set to UTM83-11. Change this coordinate system as
appropriate for your region.
Edit List
The Edit List button opens the Coordinate System List dialog, which is used to add predefined or
user-defined coordinate systems to the list of selectable systems, create new coordinate systems,
copy predefined systems, and edit or delete existing systems.
A predefined coordinate system is one that is included with FieldGenius by default, a user-defined
system is one that you have created.
More Info
Displays details about the selected coordinate system, including:
1. Ellipsoid parameters
2. The datum transformation method and parameters
3. The projection type and parameters
Vertical Group
Set the vertical system for your Project.
The default vertical datum is set to Ellipsoidal (WGS84), meaning that all GNSS derived heights will
be referenced to the WGS84 ellipsoid. The list of available systems includes all valid geoid model
files that are present within the Mapping directory of your FieldGenius installation. A geoid model is
required to reference GNSS derived heights to a geodetic datum. Please review the Geoid Model
topic for more details.
Save As Defaults
Saves the Horizontal and Vertical systems to the MSurvey.ini file as defaults to be used for all new
Projects.
Coordinate System List
The Coordinate System List dialog is where you can select an existing coordinate system or create a
new user-defined coordinate system and add them to a "favourites" list.
This list allows you to define the coordinate systems you uses most often for easy access from the
Coordinate System Settings screen.
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Main Menu
Add
Add a new coordinate system to the list by one of three methods:
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MicroSurvey FieldGenius
1. Select Coordinate System From Database - Select one of the predefined coordinate systems. Coordinate systems are grouped into countries or mapping systems. Select the country
or system that you are surveying in and then choose the coordinate system in the System drop
down list. The section below the System field displays the projection, datum, and ellipsoid
information related to this coordinate system.
2. Create New User Coordinate System - Create a completely new coordinate system from
scratch with known parameters. Enter a name for your coordinate system and optionally enter
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Main Menu
a description. NOTE: The system name must have colon in the name.
3. Create New User Coordinate System From Database Selection - Choose a predefined
coordinate system to populate parameters for a new coordinate system.
Edit
Edit a user-defined coordinate system. It is not possible to edit predefined coordinate systems.
Remove
Remove the selected coordinate system from the list. If the coordinate system is user-defined; you
will have the option to permanently delete the coordinate system. You may want to use the User
Coordinate System Export routine to save a backup copy of your user-defined coordinate system
before removing it permanently.
OK Button
This will save the coordinate system favourites list to the MSurvey.ini file.
Cancel Button
This will exit the dialog and will save nothing. You will be automatically returned to the Coordinate
System Settings dialog.
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MicroSurvey FieldGenius
New / Edit user-defined Systems
Ellipsoid Parameters
To define the ellipsoid for the coordinate system you must enter the known equatorial and polar radiuses for the ellipsoid. The Inverse Flattening is not editable and will be computed automatically and
can be used a check.
o
Equatorial Radius (a)
o
Polar Radius (b)
o
Inverse Flattening (1/f) - Always a read only value, automatically computed from the two ellipsoid radiuses.
Datum Parameters
There are 7 datum types to select from:
o
Three Parameter
o
Four Parameter
o
Six Parameter
o
Seven Parameter
o
Bursa / Wolf
o
DMA Molodensky
o
None
If none is selected then no transformation parameters will be applied to the coordinate system transformation.
If a datum other than none is selected then the user will be able to enter the following parameters:
o
Delta X (m)
o
Delta Y (m)
o
Delta Z (m)
o
X Rotation (“)
o
Y Rotation (“)
o
Z Rotation (“)
o
Scale (PPM)
Projection Parameters
The user can select one of nineteen projections.
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Main Menu
o
Lambert Conformal Conic (One Standard Parallels)
o
Lambert Conformal Conic (Two Standard Parallels
o
Transverse Mercator or Gauss Kruger
o
Universal Transverse Mercator
o
Albers Equal Area Conic
o
Rectified Skew Orthomorphic, Azimuth at Projection Center
o
Mercator Cylindrical Projection with Standard Parallel
o
Mercator Cylindrical Projection with Scale Reduction
o
Lambert Azimuthal Equal Area
o
Lambert Azimuthal Equidistant
o
Miller Cylindrical
o
Oblique Sterographic
o
Polar Sterographic
o
Sinusoidal Projection, Optionally Interrupted
o
Equidistant Cylindrical
o
Cassini
o
Robinson Cylindrical
o
Bonne Pseudoconical
o
Krovac Oblique Conformal Conic, Czechoslovokia
Typical projection parameters for most cases are:
o
Scale Factor
o
Central Meridian
o
Origin Latitude
o
Origin Longitude
o
False Northing
o
False Easting
Automatic Backup
Whenever you add or edit a user-defined coordinate system, FieldGenius will automatically create
and save your parameters to a file named user-coordsys-backup.csmap to the mapping directory.
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MicroSurvey FieldGenius
This backup file stores your user-defined coordinate systems. If you accidentally remove or overwrite
your user-defined coordinate systems, you can re-import them from this backup file using the Import
user-defined Coordinate System command.
Localization (Site Calibration)
Further coordinate transformations can be accomplished with the use of the Local Transformation
function of FieldGenius. See the GNSS Local Transformation section for more information.
These settings are stored in your Project's INI file, allowing you to easily use different coordinate systems for different Projects.
Geoid Models
Geoid models are used by FieldGenius to convert ellipsoid heights to orthometric heights.
FieldGenius will by default use ellipsoid heights but you can define a geoid model to be used instead if
orthometric heights are desired.
Geoid models are not installed by default and must be downloaded from the MicroSurvey website.
Geoid models are available for most regions around the world.
Download Files and Instructions
Please review the following MicroSurvey Helpdesk article for instructions and country specific geoid
models: http://helpdesk.microsurvey.com/index.php?/Knowledgebase/Article/View/479
Grid Shift Files
In some countries, or areas, the use of grid shift files are required to accurately compute a horizontal
position. When projecting a dataset between two different datums, a transformation is required.
Both equation-based and grid-based transformation methods are supported by FieldGenius. An equation-based transformation can use either a 3-parameter (dX, dY, dZ) or a 7-parameter transformation
(dX, dY, dZ, rX, rY, rZ, ds) to translate between coordinate systems. A grid-based transformation
uses binary files and interpolations that calculate the differences between the two geographic coordinate systems.
We have created country specific grid shift files and these additional grid shift files are not installed by
default and need to be downloaded from the MicroSurvey website.
Download Files and Instructions
Please review the following MicroSurvey Helpdesk article for instructions and country specific grid
shift files: http://helpdesk.microsurvey.com/index.php?/Knowledgebase/Article/View/499
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Main Menu
Keyboard Shortcuts
Main Menu | Settings | Keyboard Shortcuts
You can now assign command shortcuts to keys on your data collector. This has been added to support our new keyboard layout on the newer Trackers but it also works with any device that has a keyboard.
The defaults for the shortcut keys are based on the MicroSurvey Tracker custom keyboard layout, but
you can assign any key you want to the list of available commands. The shortcut definitions are
stored in the MSurvey.ini file so they're portable to your other data collectors if you've defined a custom layout.
Another great feature is that the EDM mode for the current instrument you have selected can have
shortcut keys assigned to them. For example if you refer to the list above, you would press the 1 key
to set your EDM mode on the instrument to IR Standard.
The shortcut keys will only function from the map screen.
Set Shortcut Key
Use this to assign a command to a key on your keyboard. Highlight the command you want to modify,
press the Set Shortcut Key button, then press the button on your keyboard to map the command to
it. Your new key map will automatically be saved to the MSurvey.ini file.
Disable Shortcut Key
Use this to disable individual shortcuts.
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MicroSurvey FieldGenius
Set User Button
Use this to set the currently selected command to the User Button found on the main interface. The
command currently set with the user button is indicated in the Function list with the same icon.
Reset All
This resets all the shortcuts to the factory defaults and all customized settings will be lost.
Disable All Shortcuts
This is a toggle that controls if the shortcut keys are disabled or enabled.
Default Shortcut Keys
Function
Measure Point
Sideshot (Auto Store)
Sideshot
Temporary Observation
Distance offset
Horizontal Angle Offset
Multi-Set
Resection
Set Target Heights
Occupy Point
Check Backsight
Check Point
Stake Points
Staking List
Inverse
Traverse / Intersect
Station / Offset
Calculator
AutoMap Library
Figure List
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Shortcut Key
Enter
I
J
K
E
A
M
R
T
O
N
Q
S
Z
B
C
Y
F
D
L
Main Menu
Toggle GNSS Coordinates
Store Points
Delete Last Saved Point
Point Database
Add Comment
Raw File Viewer
COGO History
Menu Home
Map Data Layers
SIP Enable/Disable
EDM Mode 1
EDM Mode 2
EDM Mode 3
EDM Mode 4
EDM Mode 5
EDM Mode 6
EDM Mode 7
EDM Mode 8
Prism Search
Prism Track
Prism ATR
Laser Pointer
Guide Lights
Robot Joystick
G
W
Disabled
P
X
U
V
H
Backspace
Disabled
1
2
Disabled
Disabled
Disabled
Disabled
Disabled
Disabled
Disabled
Disabled
Disabled
Disabled
Disabled
Disabled
Language Selection
Main Menu | Settings | Language Selection
This screen will allow the user to specify what language is to be used at first launching of the program. After the first run and selection, it will default to that language automatically. Note: The Language Selection screen appears after installation is completed when the program is first launched or
the user can go into the Settings menu and choose Language Selection to switch to a different one is
desired.
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MicroSurvey FieldGenius
FieldGenius also allows the user to import in a Language Resource file (res*.dll) by scrolling down to
the bottom of the list and selecting the button "Select a Language Resource File"
AutoMap Library
Please see the AutoMap Library topic for details.
GroupCode Editor
Pre-defined groups are included with the default installation consisting of codes from the default
AutoMap library. Default Groups are stored in the Settings.xml file, and those default groups will automatically be included when a new Project is created. There are two ways to create and edit Groups.
Main Menu | Settings | GroupCode Editor
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Main Menu
From within the GroupCode Measure Mode:
The editor shows the active group and the codes defined within the group. Toggles and options are
also set from within the editor:
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MicroSurvey FieldGenius
Creating a New Group
Pick “New” to create a new group. A dialog opens to enter a name for the group.
Optionally copy the group items from another group in the current Project, or from the defaults stored
in the Settings.xml file.
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Main Menu
Deleting a Group
Pick “Delete” to delete the active group. A confirmation dialog is displayed.
Saving a Group to Defaults
Pick “Save All to Defaults” to copy all groups from the current Project to the Settings.xml file.
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MicroSurvey FieldGenius
Setting an Automation Pattern
Pick the icon of the Automation Pattern to set for the group. The pattern controls the automatic setting
of the next active code after a measurement has been stored. The options are “Zig-Zag”, “Left to
Right”, “Right to Left” and “None”.
l
Zig-Zag pattern will cycle through the group, then reverse back through, and repeat
l
Left to Right pattern will cycle through the group in a forward direction
l
Right to Left pattern will cycle through the group in a reversed direction
l
None pattern does not auto-select the next code, it is up to the user to pick the code
Adding Codes to a Group
Pick “Add Code” to enter a new code to the group. A dialog opens to enter the code (or pick from the
AutoMap list) and to set the linework toggle for the code.
Deleting a Code from a Group
Pick the Delete icon of the code row to remove a code from the list.
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Main Menu
A confirmation dialog appears.
Modify Code Order
Use the Up and Down arrows to move the Code up or down within the group.
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MicroSurvey FieldGenius
Toggle Linework
Use the Line Toggle to switch the current linework toggle for the code. The options of “straight line”,
“second point on 3-point arc”, “spline”, and “none” are cycled.
Toggle Display
The “Show Button Panel” option can set the display mode to a grid of 12 buttons with the codes of the
group. The default display mode is the code carousel with the Map Screen visible.
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Main Menu
Feature List Editor
Main Menu | Settings | Feature List Editor
The Feature List Editor program is installed with the Tablet/PC version of the program and can be
launched from the Settings menu. This program can be used to create feature list files for GIS attribute collection. Please visit the MicroSurvey Helpdesk for movies and more information.
Project Information
Main Menu | Settings | Project Information
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MicroSurvey FieldGenius
Use this option to record job information about your Project.
Tap OK to save your information to the raw file, or Cancel to exit without saving your changes. Each
entry field can accept up to 64 characters.
About FieldGenius
Main Menu | Settings | About
Use this to display information about the FieldGenius version you have installed or view what modules you have registered.
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Main Menu
You will also see your Device ID and a series of fields where you can input the Key Code you
received from MicroSurvey.
You will see an area that will show you the status of your license, including any modules that you currently have licensed. If you want to use FieldGenius in demo mode, press the Run Demo Mode button.
Please refer to the Registration & Demo Mode topic for further information.
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MicroSurvey FieldGenius
Measure Modes (Total Station)
Main Menu or Instrument Toolbar | Measure Modes
These are commands built into FieldGenius that will help you measure and map your points. The
desired method must be selected before you begin a measurement.
For a faster way to get to this screen, you can also press the Measure Mode button which is located
on the instrument toolbar.
Use the vertical scroll bar along the side to access additional Measure Modes if they cannot all fit on
screen at the same time.
Note: Several of these Measure Modes will not be available until you have completed a setup.
Setup and Check
Backsight by 1 Point or Direction
Use this to define an instrument setup. Please see the Backsight Method topic for more information.
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Main Menu
Backsight by Multiple Points or Directions
Use this to define an instrument setup. Please see the Backsight Method topic for more information.
Resection
This will start the multiple point resection routine to allow you to determine your current instrument
position by measuring to known points. Please see the Resection topic for more information.
Observe Benchmark
Use this to check your current setup elevation, or compute a new one based on a known elevation.
Please see the Measure Benchmark topic for more information.
Check Backsight
Use this to compare your backsight to your previously measured values. Please see the Check Backsight topic for more information.
Check Point
Use this to display a check measurement to an existing point in your Project. Please see the Check
Point topic for more information.
Temporary (No Store)
This will allow you to take a measurement without storing it. Please see the Temporary (No Store)
topic for more information.
Sideshot
This mode allows you to measure a point. After the measurement, it will allow you to review your
measurement data and allow you to make changes to the point ID and description before it is stored.
Please see the Sideshot topic for more information.
Sideshot (Auto Store)
This mode allows you to measure a point using the next available point id, and the description and line
toggles specified on the main map screen. Using this is a very fast method for recording your measurements. Please see the Sideshot (Auto Store) topic for more information.
GroupCode
This mode allows you to set up a Group of Codes that have a common theme or purpose, and is ideal
to increase productivity for repetitive feature collection. Please see the GroupCode topic for more
information.
GroupCode (Auto)
The GroupCode mode with automatic point storing using the next available Point ID.
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MicroSurvey FieldGenius
Multi-Set
This will start the multi-set routine that will help you collect repeat observations to your backsight and
a new foresight point. Please see the Multi-Set topic for more information.
Staking
Please see the Staking Menu topic for more information.
Offsets
Distance Offset
This will start the distance offset routine. Please see the Distance Offset topic for more information.
Horizontal Angle Offset
This will start the angle offset routine. Please see the Horizontal Angle Offset topic for more information.
Vertical Angle Offset
This will allow you to compute the height of an object. Please see the Vertical Angle Offset topic for
more information.
Line - Distance Offset
This allows you to measure two points to define a baseline, then manually enter measured distances.
These distances will be used to compute a new point based on the baseline. Please see the Line Distance Offset topic for more information.
Add Invert
Use this to open the invert toolbar. You will then be able to record invert measurements. Please see
the Add Invert topic for more information.
Intersections
Two Line Intersection
This allows you to measure two baselines and FieldGenius will compute the intersection point.
Please see the Two Line Intersection topic for more information.
Line - Angle Intersection
This allows you to measure two points to define a baseline, measure an angle, and FieldGenius will
compute the intersection point. Please see the Line - Angle Intersection topic for more information.
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Main Menu
Line - Perpendicular Point
This allows you to measure two points to define a baseline, then you can select an existing point
which will be used to compute a perpendicular intersection. Please see the Line - Perpendicular Point
topic for more information.
Trilateration
This will allow you to compute new points by observing their distances from two known existing
points. Please see the Trilateration topic for more information.
Vertical Plane Projection
This will allow you to compute points on a user defined vertical plane. Please see the Vertical Plane
Projection topic for more information.
Point Scanning
Use this to activate Point Scanning with your motorized reflectorless instrument. Please see the
Point Scanning topic for more information.
Manual
Manual Distance
This will record a HA and VA for a shot, but the user can manually enter the distance. Please see the
Manual Distance topic for more information.
Manual Entry
This will allow you to manually enter in a shot including HA, VA and SD. Please see the Manual Entry
topic for more information
Setup & Check
Backsight by 1 Point or Direction
Main Menu or Instrument Toolbar | Measure Modes | Setup & Check | Backsight by 1 Point or Direction
Use this command to specify the instrument location and orientation. You will be asked to specify the
point your instrument is occupying, an instrument height and if you will be assuming a backsight direction or sighting an existing point. After you have established your setup and backsight, FieldGenius
will graphically show you your setup points.
Occupied Point Location
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MicroSurvey FieldGenius
Backsight Point Location
Backsight Method: Direction
With the backsight method set to Direction you will be able to specify the point you want to setup on
and specify a backsight direction.
When you go to measure you have the option of recording an angle and distance to the backsight, or
the option of just recording an angle. If a distance is measured to the backsight you will have the
option of storing a point for the backsight after you press the measure button.
Occupy Point
Type in an existing point number, or double tap in this field to open the keypad or to select a point from
the map. You will be able to create a new point, pick one from a list, or pick one from your drawing.
Instrument Height
Use this to enter your current instrument height.
Backsight Direction
Use this to specify the direction that will be used by FieldGenius. You can enter an azimuth or a quadrant bearing.
Target Height
Use this to enter your current target height.
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Main Menu
Backsight Method: Point
Use this method to specify the points that will be used for the current instrument location and backsight.
Occupy Point
Type in an existing point number, or double tap in this field to open the keypad or to select a point from
the map. You will be able to create a new point, pick one from a list, or pick one from your drawing.
Instrument Height
Use this to enter your current instrument height.
Backsight Point
Type in an existing point number, or double tap in this field to open the keypad or to select a point from
the map. You will be able to create a new point, pick one from a list, or pick one from your drawing.
Backsight Direction & Distance
When you enter in your points FieldGenius will display the inversed horizontal distance and direction
between the points you entered.
Target Height
Use this to enter your current target height.
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MicroSurvey FieldGenius
Measuring to the Backsight
Once you've established the backsight method, entered your points and instrument height you can
move on to the next step by pressing the Observe Backsight button. You will be taken back to the
map view where you will see the graphical position of your setup and backsight points. There are a
few things you should take note of:
1. You can always tell what mode you're in by the "mode" text that appears near the top of your
drawing. Since you're using the occupy point command you will see "Observe Backsight" near
the top of the map area.
2. You have two measure modes available to you on the instrument toolbar. You can measure an
angle and distance to the backsight, or measure only your current plate reading without measuring a distance. The two options are described in more detail in the Backsight Measure Mode
topic.
3. You can cancel the setup by pressing the Measure Mode button and choosing "Cancel Backsight"
4. While in the backsight mode, you can use any of the controls from the information and display
toolbar.
5. You can set the height of target by using the HT button on the instrument toolbar.
6. When you're ready to measure to the backsight, press the Measure button on the instrument
toolbar.
Backsight Summary
After you have taken your measurement you will see a summary of your shot. From this screen you
can choose to accept the shot or re-shoot it. You can also specify if you want the plate reading set to
zero or a specific azimuth (if this is supported on your instrument). For more information see the Backsight Summary topic.
Backsight Measure Modes
Instrument Toolbar | Measure Modes Button
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Main Menu
When shooting to your backsight you have two options available and they can be accessed from the
instrument toolbar using the Measure Mode button. The measure modes available are described as
follows:
Angle & Distance
Specifying this will require you to measure a distance to the backsight either to a prism or reflectorless. It will also record the current plate reading on the instrument. Both the measure distance and
plate reading will be used as the backsight reading in the raw file.
Angle Only
Specifying this will not require you to measure a distance to the backsight. All that will be recorded is
the current plate reading on the instrument and this reading will be used as the backsight reading in
the raw file.
Cancel Backsight
Use this to cancel your current backsight and occupy point command.
Backsight Summary
After you have taken your measurement you will see a summary of your shot. From this screen you
can choose to accept the shot or measure again. You can also specify if you want the plate reading
set to zero or a specific azimuth.
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Backsight Observations and Errors
If you specified the point backsight method you will see a comparison between what you measured
and the theoretical inverse. If you used the measure angle only mode, or defined a backsight direction
you will not see a comparison as there isn't enough information available to compute the inverse.
Reciprocate Traverse
This option will only be available if the "Traverse Reciprocate" option in Options is turned on. By
default, it is turned off.
This option can only be used if the point being occupied was previously measured and stored as a TR
shot. If it was stored as a SS shot then this will be grayed out.
If this option is turned on then when you measure the backsight, FieldGenius will compute a new elevation for the point being occupied, based on:
1. The measured elevation of the occupy point, based on its previously recorded TR traverse
measurement.
2. The computed elevation of the occupy point, based on the backsight observation and the elevation of the backsight point.
These two elevations for the occupy point are averaged together, and a new traverse observation is
computed for the occupy point, which will result in the occupy point having this new averaged elevation. This computed observation is written to the raw file as a new TR record, overriding the previous
TR record to the occupy point.
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Main Menu
Plate Setting
If your instrument supports uploading of angles, the Set To Direction and Set To Zero options will
be available to you. If it doesn't support this then these options will be grayed out. These functions
can be used to help you set your backsight plate angles on your instrument.
Do Not Modify
With this option selected, the plate reading on the instrument will not be modified by FieldGenius. You
will see the current plate reading displayed beside the pull-down list.
Set To Direction
If your instrument supports uploading of angles, the Set To Direction option will be available to you.
If it doesn't support this it will be grayed out. Beside the pull-down list you will see the direction field
which will contain a value based on two factors:
1. If you specified a points for the occupy and backsight points, you will see the computed
(inversed) direction.
2. If you specified a setup point and a direction to the backsight, you will see the direction that
you previously entered.
When you press the Accept button, FieldGenius will upload the angle to your instrument and set it as
the current plate reading. When you accept the setup, this value will be used as the backsight plate
reading in the raw file.
Set To Zero
If your instrument supports uploading of angles, the Set To Zero option will be available to you. If it
doesn't support this it will be grayed out. You will see a direction value of zero displayed beside the
pull-down list.
When you press the Accept button, FieldGenius will upload and set your circle plate reading to zero.
When you accept the setup, this value will be used as the backsight plate reading in the raw file.
Finishing the Setup Routine
Accept
Once you've reviewed your backsight information you can complete it by pressing the Accept button.
This will write a record to the raw file and exit the setup routine.
If you specified the direction backsight method you will be prompted to "Store the point observed at
the backsight?" Press Yes to store a point for the backsight, or No to complete the setup without creating a new point at the backsight.
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Observe Again
If you're not satisfied with the results or made a mistake you can re-shoot the backsight by using this
button. Doing so will take you back to the main display where you can take another shot on the backsight.
Occupy Point Raw Records
When you accept your occupy point, points will be stored in the database for the setup and backsight
if applicable. Also, the following records will be written to the raw file:
SP,PN2,N 918.0848,E 1057.3576,EL0.0000,---Orientation
LS,HI5.000,HR5.000
OC,OP1,N 1000.0000,E 1000.0000,EL0.0000,-BK,OP1,BP2,BS145.00000,BC0.00000
BR,OP1,BP2,AR145.00000,ZE90.00000,SD100.00000
-- Orientation Notes (several comment lines)
If the "Reciprocate Traverse" option was used, then the following records will be written to the raw
file:
TR,OP1,FP3,AR45.00000,ZE90.00000,SD100.00000,-- (Note: this is the previously measured record, not part of the occupy routine)
--Reciprocate Traverse
LS,HI5.000,HR5.000
BK,OP1,BP2,BS0.00000,BC0.00000
TR,OP1,FP3,AR45.00000,ZE90.00150,SD100.0000,---Orientation
LS,HI5.000,HR5.000
OC,OP3,N 1070.7107,E 1070.7107,EL99.992,-BK,OP3,BP1,BS225.00000,BC0.00000
BR,OP3,BP1,AR0.00000,ZE89.59300,SD100.01000
-- Orientation Notes (several comment lines)
Multiple Backsight
Main Menu or Instrument Toolbar | Measure Modes | Setup & Check | Backsight by Multiple Points
or Directions
Multiple Backsight routine allows you to use multiple known control points to calculate a more accurate backsight orientation.
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Main Menu
Backsight by Multiple Points or Directions
Occupy Point
Your instrument location or Occupy Point can be entered here. Double click the empty will show a
drop-down list. You can then select the point from Map, List, or create a New point.
Instrument Height
Enter the height of your instrument set up, it will be used in the calculation.
Control Points Table
You can click the "Add" button to select backsight points, a minimum of 2 points are required for calculation.
You can use the second column to select a desired backsight point, unchecked backsight points will
be used to improve the accuracy of the selected one.
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Multiple Backsight Results
After taking measurements for each control points entered, Multiple Backsight results screen will
show up to display calculated results and allow you to refine Azimuth Offset base on Offset Residual
values.
Control Points Table
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"Point" column - shows the Point ID for each control points measured
"Use" column - allows you to toggle if the selected control point will be used in the calculation
or not.
"Azimuth Offset" column - shows individual azimuth offset value for each control point.
"Offset Residual" column - shows individual offset residual value, this value can be used to
access the accuracy of each control point.
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"HA Observed" column - shows the measured horizontal angle.
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"HD Observed" column - shows the measured horizontal distance.
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"HD Difference" column - shows the difference in horizontal distance.
Observe Again
This button allows you to re-measure the selected control point if the residual offset value is greater
than expected.
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Main Menu
Azimuth Offset
This is calculated Azimuth for your improved backsight direction. You can adjust this value by selecting desired control points from the above table. The Offset Residual column can be used to assess
the quality of each control point.
RMS
This is Root Mean Square (RMS) value for all selected Offset Residuals.
Once you are satisfied with the result, click 'OK' to "Backsight Summary" on page 172
Resection
Main Menu or Instrument Toolbar | Measure Modes | Setup & Check | Resection
FieldGenius has a multi-point resection routine that can be used to compute a point for a setup. It will
use a least squares solution to determine the coordinates from the measurements you make to your
points. The goal at the end of a resection is to compute the unknown coordinates of the instrument's
current location based on measurements made to other known points in the Project.
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As a minimum you need to have two points to resect off.
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You can shoot the resection point in the direct or reverse face.
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You can take multiple shots to the same resection point.
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There is no limit to the amount of points you can resect off.
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When you store your resection point, an occupy record will be created for you automatically.
Specify the Resection Reference Points
First Shot
When you start the command you will see the reference point toolbar. Specify your instrument height
and select a reference point to measure. After you select a point, you can press the Measure button
to record a shot.
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Second Shot
To record the second shot, simply select it from the map screen, then press the Measure button. A
minimum of two points are needed to compute a position for the instrument, but you can shoot more
points if needed to increase the accuracy of the instrument position. The estimated accuracy of the
instrument location will be displayed for you on the toolbar. If the estimated error is within your own tolerances, then you can go ahead and store the point by pressing the Store Point button. All successful solutions will be displayed with green text starting with the characters StdDev:.
Press the Close button to cancel out of the routine. You may need to do this if the solution does not
converge, and you need to restart the routine.
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Main Menu
Three or More Shots
If you have more points to reference to you can continue measuring them using the same process as
you did when you shot the second point. As you record more points you should notice that the standard deviations for the northing and easting will begin to get smaller.
Standard Deviation
This is the computed precision for the overall geometry of the resection. Small errors indicate that the
measured data "fits" very well with the geometry defined by the known points.
Large errors can indicate that bad measurements were recorded, either due to careless measurement
practices such as not holding the prism pole straight or not carefully sighting the prism. Large errors
can also happen if the geometry defined by the known points, is not "in the same place" as it was
when the points were previously measured.
Please note that while the Standard Deviation relates to the quality of your resection, it is possible to
have a low StdDev yet still have a high positional error. As such, it is important that you also look at
the angle and distance errors shown in the Information screen when considering the overall accuracy
of your resection.
Information (Horizontal and Vertical Filters)
You can enter this screen by pressing the Information button on the top right
corner of the reference point toolbar. When you do, you will see a detailed summary
of the measurements.
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You can determine how each shot to the reference points should be used to compute the resection
point. By default each observation you make will be used to compute both the horizontal and vertical
position of the resection solution, but you can override this by setting the Use H and Use V options
for each measurement.
Use H
Use V
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Result
This shot will be used to compute both the horizontal and vertical position.
This shot will be used to compute only the horizontal position.
This shot will be used to compute only the vertical position.
The shot will be ignored in the computation.
You can also select which observation is to be your backsight point.
HA Error
The horizontal angle error is computed as follows. Using the computed resection point and the measured horizontal angle, a theoretical direction is computed to the reference point. This direction is then
compared to the direction measured (plate reading) and the difference is noted in the HA Err column.
HD Error
The horizontal distance error is computed as follows. An inverse is made between the resection point
and the reference point. This inversed distance is then compared to the measured distance and the difference is noted in the HD Err column.
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Main Menu
VD Error
The vertical distance error is computed as follows. Using the resection elevation, and the observation
to the reference point, a new elevation is computed for the reference point. This computed elevation is
then compared to the reference point's original elevation and the difference is noted in the VD column.
Resection Modes
At any time during the collection of your observations you can choose to shoot an Angle & Distance
or Angles Only measurement. You can control this by pressing the Measure Modes button on the
instrument toolbar after you have started your resection.
Store the Resection Point
When you're satisfied with the resection point you can store its new position by pressing the Store
Pnt button. This will then display the store / edit screen.
Finally you will see the backsight results screen.
The backsight point that will be stored will be based on which point you selected in the Information
screen shown above, which by default is the first reference point you observed. You do not need to
take another measurement to the backsight as it has the original measurement you made. At this
point you can do the following:
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Confirm the instrument and target heights.
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Decide if you want to set the plate reading on the instrument to zero or an azimuth.
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Decide if you would like to sight it again and take another measurement.
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If you're satisfied with the backsight, you can store it by pressing the Accept button. If you're setting
a plate reading on the instrument, you need to make sure it is pointing at the backsight point prior to
pressing the Accept button. For example, if you want to set zero on the backsight point, you need to
make sure that the instrument is pointing at the backsight point.
Raw File Record
After you store the point, several records will be written to the raw file.
--Resection
SP,PN5000,N 1009.1534,E 1000.0000,EL100.3244,-SP,PN6034,N 1006.1995,E 1002.8319,EL99.7321,--FS
SP,PN6035,N 1001.4706,E 1004.8775,EL99.7361,--FS
RS,PN5000,CR359.59590,ZE87.49010,SD9.1600
RS,PN6034,CR24.33000,ZE92.03450,SD6.8280
RS,PN6035,CR73.13080,ZE92.43050,SD5.1010
SP,PN6036,N 999.9998,E 999.9998,EL100.0011,-OC,OP6036,N 999.9998,E 999.9998,EL100.0011,-SP,PN5000,N 1009.1534,E 1000.0000,EL100.3244,-BK,OP6036,BP5000,BS0.00039,BC0.00000
--Occupy Check
-- Observed Values: HA 0°00'00.0" VA 87°49'22.0" SD 9.160m HD 9.153m
-- Distance Calculated: 9.154m
-- Distance Error: -0.000m
-- BS Elevation: 100.324m
-- BS Elevation Error: 0.001m
Observe Benchmark
Main Menu or Instrument Toolbar | Measure Modes | Setup & Check | Observe Benchmark
Use this to check your current setup elevation or use it to establish an elevation for your setup. When
you start the command you will be taken to the main interface and you will note that the Measure
Mode will be set to Benchmark. If you need to cancel the operation you can do it by pressing the
Measure Mode button and choose the Cancel Benchmark button.
When you're ready to record the shot press the Measure button on the instrument toolbar. You will
then see the benchmark shot screen.
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Main Menu
Calculating an Elevation
Benchmark Method: Elevation
Use this option if you want to manually enter the know elevation for the point you're basing your shot
on. The elevation you enter will be used to calculate the elevation of the current setup. The difference
in the current and calculated elevations will be displayed towards the bottom of the screen. You can
enter in your know elevation in the BM Elevation field.
Benchmark Method: Point
Use this option if you want to base the calculated elevation on an existing point in your project. The
elevation of the point you choose will be used to calculate the elevation of the current setup. The difference in the current and calculated elevations will be displayed towards the bottom of the screen.
You can choose your point by using the point chooser button.
HI
This is where you would enter your height of instrument. Note this value will be used to compute the
new instrument elevation.
HT
This is where you would enter your height of target. Note this value will be used to compute the new
instrument elevation.
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Set Elevation
Pressing this button will update your current setup elevation with the one calculated by the Benchmark Shot routine. You will be asked to confirm that you want to update the elevation. Two records
will be written to the raw file, a remote elevation (RE) and a store point (SP) record.
RE,OP1,FE0.000,ZE90.00000,SD10.0000,--Remote elev
SP,PN1,N 5001.0000,E 4978.0000,EL0.0240,--
Cancel
This will exit the routine and not save any changes.
Check Backsight
Main Menu or Instrument Toolbar | Measure Modes | Setup & Check | Check Backsight
Use this to check your backsight. FieldGenius will compare your newly measured value to the one
that was stored for your current setup. You will be able to review difference and optionally update your
current setup with the new shot to the backsight.
When you start the command you will be taken back to the map screen and the Measure Mode will be
set to Check BS. You have two measure modes available when taking a check shot to your backsight. Please see the Backsight Measure Mode topic for more information.
Check Backsight Summary
When you're ready to record the shot press the Measure button on the instrument toolbar. You will be
presented with a screen that compares your measured values to the ones that were stored for the current backsight.
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Main Menu
Update Backsight
Pressing this will create a record in the raw file updating your setup and backsight record with the shot
information from your check shot. Several notes will also be written to the raw file summarizing your
shot. When you choose to update the backsight, a new OC and BK record is saved as well as the
shot information. You will also see the word (Updated) which indicates that the user selected the
Update button.
OC,OP5,N 763.8748,E 1000.0000,EL0.0000,-SP,PN1,N 1000.0000,E 1000.0000,EL100.0000,--start
BK,OP5,BP1,BS0.00000,BC0.00000
LS,HI0.000,HR5.000
--Backsight Check (Updated)
-- Observed Values: HA 0°00'00.0" VA 90°00'00.0" SD 163.12'
-- Backsight Setup: 0°00'00"
-- Backsight Measured: 0°00'00"
-- Backsight Error: 0°00'00"
-- Distance Calculated: 236.13'
-- Distance Measured: 163.12'
-- Distance Error: 73.01'
OK
Pressing this will exit the function and write several notes to the raw file summarizing your check
shot.
--Backsight Check (Not Updated)
-- Observed Values: HA 0°00'00.0" VA 90°00'00.0" SD 236.10'
-- Backsight Setup: 0°00'00"
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------
Backsight Measured: 0°00'00"
Backsight Error: 0°00'00"
Distance Calculated: 236.13'
Distance Measured: 236.10'
Distance Error: 0.03'
Check Point
Main Menu or Instrument Toolbar | Measure Modes | Setup & Check | Check Point
Use this to measure a check shot to an existing point. When you start the command you will see the
point chooser appear where you can create a new point or pick an existing one from a list or from the
screen. After you choose your point you will be ready to measure. You will note the Measure Mode
will be set to Check Pnt and if you need to cancel the operation you can do it by pressing the Measure Mode button and choose to cancel it.
Check Point Summary
When you're ready to record the shot press the Measure button on the instrument toolbar. You will be
presented with a screen that compares your measured values to the ones that were computed for the
check shot point.
The deltas that are displayed are computed by subtracting the shot coordinates from the known
coordinates. In other works if you add the deltas to the shot point coordinates you will end up at the
known point.
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Main Menu
Store Point
Pressing this will exit the function and write several notes to the raw file summarizing your check
shot, and allow you to store the shot using the Store/Edit Point screen.
--Check Point
-- Check Point ID: 110
-- Check Point dNorthing: -4.59'
-- Check Point dEasting: -1.82'
-- Check Point dElevation: -4.96'
-- Check Point dHorizontal: 4.94'
-- Observed Values: HA 45°00'00.0" VA 90°00'00.0" SD 23.00' HR 5.00'
-- Observed Point Northing: 5016.26'
-- Observed Point Easting: 5016.26'
-- Observed Point Elevation: 95.00'
Close
This will exit the check shot function and not write anything to the raw file or storing a new point.
Temporary (No Store)
Main Menu or Instrument Toolbar | Measure Modes | Temporary (No Store)
The temporary mode will allow you to take a measurement with your instrument without storing a
point or recording anything to the raw file. It also doesn't require you to have established a setup. It is
the same as pressing the measure button on the instrument where all it does is report back to you the
HA, ZA, SD, HD and VD.
When in this mode you will see the word Temp on the Measure Mode button.
No Setup Established
If you haven't established a setup and you use the temp mode, when you press the measure button
you will see the results of your measurement.
Setup Established
If you have an instrument setup established when you use the temp mode and press the measure button you will see the measurement information as well as calculated coordinates in the observation
toolbar. The coordinates will be based on the current setup and the reading from the temporary shot.
Note:
When measuring in temp mode, nothing will be recorded in the RAW file.
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Sideshot
Main Menu or Instrument Toolbar | Measure Modes | Sideshot
If you like reviewing your shots prior to being stored in the database and raw file, then this is the mode
you should use. When you press the measure button on the instrument toolbar, after the shot is measured you will see the store point screen prior to storing the point.
When you set this mode you will see the word Sideshot on the Measure Modes button.
When you complete the measurement using the measure button you will see the Store/Edit Point
screen.
You can also confirm or change the Target Height used for this shot.
After reviewing the information you have three options to choose from:
Store As Side Shot
The default selection, will store the coordinate in the database and create a sideshot record (SS) in
the raw file.
SS,OP350,FP3,AR0.00000,ZE94.50090,SD13.2700,--<No Desc>
Store As Traverse Shot
Select this option to store the coordinate in the database and create a traverse record (TR) in the raw
file.
TR,OP350,FP4,AR0.00000,ZE94.50080,SD13.2700,--<No Desc>
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Main Menu
Traverse records are needed if you want to compute a traverse closure. If your last shot from a setup
is recorded as a traverse record, when you use the occupy point routine it will automatically advance
you. This is commonly referred to as "leap frogging" your traverse.
Store As Averaged Point
Select this option to use the observation for Point Averaging. If you set the Point ID to a value of an
existing point and store as Side Shot or Traverse Shot, the option to enter Point Averaging will be
presented.
Store Pnt
Press this to store the point in the coordinate database and update the raw file.
Cancel
Press this to cancel the shot and not store anything.
Note: For more information on the other buttons found on this screen please read the Store / Edit
Points topic.
Sideshot (Auto Store)
Main Menu or Instrument Toolbar | Measure Modes | Sideshot (Auto Store)
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Use this when you have production in mind and you don't need to review your shots before they're
recorded in the database and raw file. The Measure Mode allows you to press the measure button and
it will store the point in the database and plot it in the drawing without asking you for any further information.
When in this mode you will see the words Sideshot (Auto) on the Measure Mode button.
It will use the following settings from the main interface when storing the point:
Next Point Number ID
The current point ID on the topo toolbar will be assigned to the point.
Description
The current description on the topo toolbar will be assigned to the point.
Height of Target
The current HT on the instrument toolbar will be used to compute the elevation of the point.
Note:
When measuring in the Auto Store mode, a SS record will be recorded in the raw file.
GroupCode
Main Menu or Instrument Toolbar | Measure Modes | GroupCode
Overview
GroupCode is a Measure Mode that allows the user to set up a Group of Codes that have a common
theme or purpose, and is ideal to increase productivity for repetitive feature collection. GroupCode
allows:
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Main Menu
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Creating multiple groups of codes
Setting a pattern to automate code selection for feature collection in a repetitive sequence
(such as road cross sections)
Linework toggles for each code in the group allowing linework to be automatically completed
for each feature in the group as separate figures without any effort from the operator
Switching between a carousel display combined with the Map screen, or a full-screen button
panel with the codes in the group
Fast switching between groups with settings retained for each group
Fast switching between GroupCode and other Measure Modes and being able to resume collection within GroupCode with no additional steps
Operation Notes
For Total Station operation there are two Measure Modes:
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GroupCode – This mode displays the “Store Point” screen to allow editing of Advanced
Options or to confirm Code and Linework options
GroupCode (Auto) – This mode is similar to “Sideshot (Auto Store)” where the observation is
automatically stored after the measurement is completed
See the GroupCode Editor topic for information about setting up a group and changing its behaviours.
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Workflow
The GroupCode feature is designed to allow fast measuring, and as such the automation of the code
selection and multiple linework figures can reduce the task to a simple measurement button press.
When no pattern is set, the user will manually need to select the next code to use, and line toggles
will be necessary for drawing arcs.
Entering Offsets
It is possible to pre-enter distance offsets that will be applied to the next measurement. The Offset
button will display the offset directions that will be applied if the offsets are set. Forward/Back,
Left/Right, and Up/Down.
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Main Menu
The offset entry screen has numerous toggles that can be used to set the values:
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Offsets viewed from Instrument or Prism
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Forward Offset / Back Offset – Right Offset / Left Offset – Up Offset / Down Offset
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Field Value Resets, X next to field
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Apply offsets to All Measurements, Next Measurement Only, or None
GroupCode (Auto)
Main Menu or Instrument Toolbar | Measure Modes | GroupCode (Auto)
This Measure Mode automatically stores the observation with the selected code and the Next Point
ID, otherwise identical to the main GroupCode feature.
Multi-Set
Main Menu or Instrument Toolbar | Measure Modes | Multi-Set
The Multiset routine in FieldGenius allows you to record angular sets in any order you want. You can
also review your measurement's computed average and standard deviation.
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Starting the MultiSet Routine
If you've previously measured to your backsight and are confident that it hasn't changed very much
you can save some time by using the "Apply the current orientation observation to the Multi-Set
data set?" option. If you select Yes, it will take the last backsight measurement you made and use it
for the multiset session.
You will then see the Setup Occupy Point screen. If you've already established a setup, it will display
the same information that you previously entered.
Press the Continue Multi-Set button to proceed to the Multi-Set Point List screen
Note:
Unlike the regular setup routine, you will not be required to immediately shoot your
backsight.
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Main Menu
Multi-Set Point List
This is the control center for recording your sets. It will begin with a record for your backsight and your
foresight measurements will be listed after it, in order that they are measured.
Pnt: This is the point number of the point you've measured for your backsight and foresight points. If
you see the word "Bearing" this indicates that you assumed a backsight direction.
Type: This is the type of measurement that was measured. It will be either a BS (backsight) or FS
(foresight) measurement.
Obs F1:This will list the total Face 1 (Direct) observations that were recorded for the point.
Obs F2: This will list the total Face 2 (Reverse) observations that were recorded for the point.
Saved: If the foresight measurement hasn't been saved you will see a red "X". measurements that
have been saved will have a green "checkmark". Since your backsight readings are always to a
known point or an assumed direction you will see N/A as there is nothing to save.
Measuring the Backsight
If you want to shoot your backsight, then do the following.
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1. Select the first row which is the backsight record by tapping on it.
2. Press the Measure button to start the measurement process.
3. On the map screen confirm that you have selected the correct target height.
4. When you're ready to record the measurement press the Measure button on the instrument
toolbar.
5. You will automatically see the multiset point list where you will see your measurement which
will be indicated in the F1 or F2 field.
Reviewing the Backsight measurements
If you press the Edit Set button you will see a summary of the two measurements.
The summary will display the standard deviations for the averaged measurements as well as the computed average measurement. In the list you will see the delta difference between the measured measurement and the average. In our example the HA and VA on the face 1 measurement was larger than
the average direction by 11 seconds.
By default all measurements will be used to compute the averaged position. However, you can
decide what measurements you want to use to compute the averaged position by pressing the green
checkmark icon. Doing so will switch it to a red "X" which will remove it from the computation.
Notes about measuring the Backsight:
When you first begin the multi-set routine, you are not required to shoot the backsight prior to measuring a foresight.
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Main Menu
You are not required to have both a Face 1 and Face 2 reading recorded for the backsight. A measurement on either face will work, but it is common practice to record both.
Measuring a Foresight
To record a foresight measurement you first have to define a point number in the Point ID field
towards the top of the multi-set point list. Press the Next button to display the next available point ID,
or type in the Point ID you want to use. Then press the Add button to add the new Point ID into the
Multi-Set Point List. After you add the new point number follow these steps to record the measurement.
1. Press the Measure button to start the measurement process.
2. On the map screen confirm that you have selected the correct target height.
3. When you're ready to record the measurement press the Measure button on the instrument
toolbar.
4. You will automatically see the multiset point list where you will see your measurement to your
foresight points. They will have the FS tag in the Type column.
Reviewing Foresight measurements
To review you foresight measurement for any point, simply highlight it in the list and press the Edit
Set button.
Towards the top you will see the foresight point you measurement to and a summary of the total face
1 and face 2 measurements recorded.
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Next you will see the standard deviation that is computed using all the directions that have a green
check mark.
Next is the averaged direction (plate reading) to the foresight point.
Finally, you will see the computed clockwise angle between the average backsight and foresight direction.
By default all measurements will be used to compute the averaged position. However, you can
decide what measurements you want to use to compute the averaged position by pressing the green
checkmark icon. Doing so will switch it to a red "X" which will remove it from the computation.
Once you're satisfied with your observations you can press the Store Pnt button which will take you
to the Store and Edit screen. From here you can review the description and store it as either a SS or
TR measurement.
Note: After you store your point, you will not be able to add anymore observations.
Auto Turn Sets
If you have a motorized instrument you will be able to have FieldGenius plunge your scope and turn
back to the foresight or backsight for you.
Simply highlight the measurement you want to record an observation for, and select the Auto Turn
option so the checkbox is checked.
Now when you press the Measure button the instrument will automatically plunge and turn back to
your foresight point for you. You can then press the measure button on the instrument toolbar to
record the measurement.
When you're using the Auto Turn option FieldGenius will first check to see how many Face 1 and
Face 2 observations you have. It will automatically keep these numbers equal to one another. For
example if you have 1 Face1 measurement, and 2 Face2 measurements, FieldGenius will automatically sight the foresight using Face 1.
Furthermore, if you're instrument is equipped with auto target recognition, you can use this feature in
combination with the auto turn for greater productivity.
Multiset Measure Modes
At any time during the collection of your observations you can choose to shoot an angle & distance or
angles only measurement. You can control this by pressing the Measure Modes button on the instrument toolbar.
If you're measuring to a foresight you need a minimum of 1 distance before you will be allowed to
store it.
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Raw File Record
When you store your multi-set points a point is created in the database as well as some records in the
raw file.
--MultiSet (StdDev HA:0°00'03" VA:0°00'04" SD:0.005m)
OC,OP1,N 1000.0000,E 1000.0000,EL100.0000,-SP,PN5,N 1015.5153,E 1000.0000,EL99.1936,--BS
BK,OP1,BP5,BS0.00000,BC359.59495
RB,OP1,BP5,AR0.00000,ZE93.42400,SD15.5479,HR5.000,--BS
RB,OP1,BP5,AR179.59390,ZE266.17420,SD15.5512,HR5.000,--BS
RF,OP1,FP8,AR45.52150,ZE92.03370,SD22.3917,HR5.000,--FS
RF,OP1,FP8,AR225.52100,ZE267.56580,SD22.4311,HR5.000,--FS
RF,OP1,FP8,AR225.52100,ZE267.57000,SD22.4311,HR5.000,--FS
RF,OP1,FP8,AR45.52180,ZE92.03350,SD22.3917,HR5.000,--FS
SS,OP1,FP8,AR45.52132,ZE92.03185,SD22.4114,--FS
For each foresight point you store; a OC record is created to indicate the setup information. Also a BK
record will be written to record which point you specified for the backsight. An important thing to note
here is that the BC value will be equal to the average backsight direction (plate reading) recorded for
the backsight.
The Standard Deviations are written into the first comment record, and it will also display "Tolerance
Exceeded" if applicable.
RB records are your accepted measurements to the backsight.
RF records are your accepted measurements to the foresight.
The last item will always be a SS or TR record. This is the averaged direction (plate reading) to the
foresight point.
Staking
Main Menu or Instrument Toolbar | Measure Modes | Staking
See the Staking topic for more information.
Offsets
Distance Offset
Main Menu or Instrument Toolbar | Measure Modes | Offsets | Distance Offset
FieldGenius allows you to do a distance offset to specify an offset forward or backward along the line
of sight, left or right, and vertically up or down.
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When you choose distance offset command and take a measurement, you will see the following
screen:
From this screen you can specify if the offsets are with respect to the instrument or prism.
l
l
l
l
Offset buttons act as toggles, which allow you to easily define the direction the offset should
be applied.
A negative offset will automatically be converted to a positive value.
The elevation of the point will be computed from your shot. This elevation will remain
unchanged unless you specify a vertical offset.
The distance is assumed to be horizontal.
Forward / Back Offset
Enter the offset distance from the shot position to the new position.
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Right / Left Offset
Enter the perpendicular offset distance from the shot position to the new position.
Up / Down Offset
Enter the vertical offset distance from the shot position to the new position.
Store Point
After you have entered your offsets you can press the Store Point button to save the point
Raw Record
A sideshot (SS) record will be computed to represent the shot. The new SS record will use the original
observation plus any offsets defined in the distance offset screen.
OF,AR55.00000,ZE90.00000,SD12.0000
OF,HD1.5000,--Horizontal Distance Offset
OF,LR1.0000,--Left / Right Offset
OF,VD0.0000,--Elevation Offset
SS,OP1,FP6028,AR59.14110,ZE90.00000,SD13.5370,--
Note: Offsets that are to the left, back or down will be stored in the raw file with a negative value.
Horizontal Angle Offset
Main Menu or Instrument Toolbar | Measure Mode | Offsets | Horizontal Angle Offset
FieldGenius includes a flexible angle offset routine. It allows you to shoot the angle and distance to a
point that cannot be occupied by the rod. An example of where you would use this is if you wanted to
record the center of a large object, such as a tree.
When you choose the Horizontal Angle Offset Measure Mode you will see the following screen.
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Two observations are required: one to record the angle to the point of interest, and a second to measure a distance perpendicular to the point.
On this screen you determine what order you will make these two measurements. All you need to do
is press either the Observe Angle or Observe Distance button.
Note: You can increase the size of the text shown in the grid by setting the Text Size option in the
Options screen.
Note: The Quick Measure Modes option in the Options screen will affect what happens when you
press the Observe buttons when you are using the offset routines. If Quick Measure Modes is on, a
measurement will automatically be taken. If it is off, the Observe button doesn't actually trigger your
total station to take a measurement; it simply takes you to the map screen where you can press the
measure button once you are ready to take the measurement.
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Angle (Center)
This will record the total station's horizontal angle. When measuring the angle, you should point the
total station towards the center of the new point that will be created. This would be measurement "A"
in the diagram shown above.
Note: You do not need to sight a prism to record the angle, simply sight the new point and press the
Observe Angle button.
Distance
This will record a distance, measured to a prism which is located at the side of the object. You should
try to locate the prism so that it is perpendicular to the center of the object and the line-of-sight from
the total station. This is measurement "B" in the diagram shown above.
Note: The target height is important on this shot, because the new point will have the same elevation.
Storing the Shot
After you record your measurements you can store the new point by pressing the Store Point button.
After you store the point, you can continue using the offset command to record additional points, or
exit it by pressing the Cancel button.
Raw File Record
In the raw file the OF records represent the measurements that were made and the SS record is
derived using the two OF records
OF,AR94.49380,ZE88.41340,SD27.3163
OF,OL93.25450,--Right Angle Offset
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SS,OP1,FP23,AR93.25450,ZE88.41340,SD27.3081,--ROAD
Vertical Angle Offset
Main Menu or Instrument Toolbar | Measure Modes | Offsets | Vertical Angle Offset
When you begin the vertical angle offset routine, you will see the following screen.
Two observations are required, one to record the top or bottom of the object, and a second to measure
a distance that is directly underneath or above the new point.
On this screen you determine what order you will make these two measurements. All you need to do
is press either the Observe Angle or Observe Distance button.
Note: You can increase the size of the text shown in the grid by setting the Text Size option in the
Options screen.
Note: The Quick Measure Modes option in the Options screen will affect what happens when you
press the Measure button when you are using the offset routines. If Quick Measure Modes is on, a
measurement will automatically be taken. If it is off, the measure button doesn't actually trigger your
total station to take a measurement; it simply takes you to the map screen where you can press the
measure button once you are ready to take the measurement.
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For example if point "B" was the bottom of an underpass, you could measure its height. Usually it is
easier if you position the prism so it is directly beneath the point you want to shoot. You would then
record a distance observation to this location which will also be the horizontal position for the new
point. Then without turning your instrument, you could rotate the scope vertically so it is sighted on
the bottom of the overpass. You could then record this observation which will be used to compute the
elevation for the new point.
Once you've recorded these two measurements, you will be able to store the new position.
Storing the Shot
After you make your measurements, you will be able to store the new point. Press the Store Point
button to store the point.
Raw File Record
In the raw file the OF records represent the measurements that were made. The SS record is the
record that was used to compute the coordinate point for the angle offset and will be a compilation of
your two shots.
OF,AR52.53170,ZE91.12240,SD9.5616
OF,ZE91.12240,--Vert Angle Offset
SS,OP1,FP2,AR52.53170,ZE91.12240,SD9.5616,--<No Desc>
Line - Distance Offset
Main Menu or Instrument Toolbar | Measure Modes | Offsets | Line - Distance Offset
The line distance offset command is used to define two points that will be used to establish a reference line. Once the reference line is established you can then specify offsets along the reference
line to the new point.
This is a very powerful offsetting tool that can be used in a lot of different situations.
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When you define your reference line, there are three types of offset that can be applied.
You can define a horizontal offset, a perpendicular offset and a vertical (elevation) offset. Each offset
button is a toggle that allows you to toggle how the offset is to be applied in relation to the reference
line.
When you define the offset direction, you can then enter in the value that you want to offset by.
If the horizontal offset remains set to zero, perpendicular or elevation offset will be applied in relation
to point one on the reference line.
Offsets
Horizontal Offset
The horizontal offset can either be left or right of the first point on the reference line. From the total station's perspective, if the new point is to the right of point 1, then you would use the Horz Offset Right
of Pnt 1. If it is to the left, then logically, it would be a left offset so you would use the Horz Offset Left
of Pnt 1 setting.
Perpendicular Offset
The perpendicular offset is a horizontal distance applied perpendicular to the reference line. From the
total station's perspective, when moving perpendicular from the reference line, if the new point ends
up being closer to the total station, then you would set the perpendicular offset to Perp Offset
Towards Inst. Alternatively, if the new point ends up being farther from the total station, then you
would use the Perp Offset Away From Inst.
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Elevation Offset
This is the vertical offset from the reference line to the new point. If the new point is above the reference line, then you would set this to Elev Offset Up. If the new point is below the reference line you
would set it to Elev Offset Down.
Measure Points
When you start line angle offset command, you will see an empty list.
Highlight the row that you would like to make a measurement for and simply press the Measure button to begin the measuring process.
If you need to redo a measurement, simply highlight it in the list and press the measure button.
Notes:
1. The northing and easting values for the new point will be computed using the horizontal and perpendicular offsets defined by the user. These horizontal offset is referenced to point 1 on the reference line. The perpendicular offset is a perpendicular offset from the reference line.
2. The z value for the new point will be computed using the projected elevation along the reference
line, plus or minus any elevation offsets defined by the user.
Note: You can increase the size of the text shown in the grid by setting the Text Size option in the
Options screen.
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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.
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Main Menu
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.
Add Invert
Main Menu or Instrument Toolbar | Measure Modes | Offsets | Add Invert
If you've manually measured a distance to an invert, you can have FieldGenius compute a point with
a computed invert elevation.
When you start the command you will see the Invert Toolbar appear towards the bottom of your main
screen.
First you need to specify the point that will be referenced to compute the invert elevation. You can do
this by using the point chooser button.
Now enter the measured distance to the inverse. For example if your measurement was 5.5',
FieldGenius will subtract this from the reference point's elevation. Entering a negative value will
cause it to be added.
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Press Store Point to create and save a point with the calculated invert distance. This point will have
the same northing and easting value as the reference point.
Note:
While the invert toolbar is open, you can continue entering invert measurements or
choose different reference points.
Raw File
When you save the point, an offset and store point record will be created.
--OS,OP7,FP8,ND0.000,ED0.000,LD5.000
SP,PN8,N 935.976,E 1232.356,EL5.000,--<No Desc>
Intersections
Two Line Intersection
Main Menu or Instrument Toolbar | Measure Modes | Intersections | Two Line Intersection
The two line intersection command is used to locate the corner of an object, whose corner cannot be
directly measured. Two intersecting lines will be defined by four measurements, two shots on each
line. The intersection of these two lines will define the corner of the object. This routine is intended to
be used with a reflectorless total station.
Measure Points
When you start the two line intersection command, you will see an empty list. Each row represents a
measurement to a point on one of the two lines needed to compute the intersection.
Highlight the row that you would like to make a measurement for and simply press the Measure button to begin the measuring process.
If you need to redo a measurement, simply highlight it in the list and press the measure button.
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Main Menu
Notes:
1. You can shoot the points in any order you like, FieldGenius will determine what direction to go in to
compute an intersection
2. The northing and easting values for the new point will be computed using the intersection of the two
lines.
3. The two lines you define will rarely intersect at exactly the same point. The elevation of where the
lines intersect will be averaged, and used as the z value for the new point.
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 measurements to the four points that will define the two intersection lines, 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.
--Two Line Intersection
--HI1.340,HR0.000,AR280.55220,ZE81.15170,SD6.8350,--Pnt
--HI1.340,HR0.000,AR276.59380,ZE81.05590,SD6.4400,--Pnt
--HI1.340,HR0.000,AR287.18580,ZE81.13350,SD6.7960,--Pnt
--HI1.340,HR0.000,AR296.06280,ZE80.14520,SD6.0940,--Pnt
SP,PN3,N -0.0039,E -0.0060,EL0.5325,--
1
2
1
2
of
of
of
of
Line
Line
Line
Line
1
1
2
2
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Line - Angle Intersection
Main Menu or Instrument Toolbar | Measure Modes | Intersections | Line - Angle Intersection
The Line-Angle Intersection command is used to define two points that will be used to establish a
reference line then measure an angle that intersects this reference line, and FieldGenius will automatically compute the coordinate at the intersecting point.
An example of where you might use this is to locate the corner wall of a building. Simply shoot two
points on one of the walls, then turn the instrument so it is pointing anywhere along the corner of the
building. This command is intended to be used with reflectorless total stations.
Measure Points
When you start the Line-Angle Intersection command, you will see an empty list.
Highlight the row that you would like to make a measurement for and simply press the Measure button to begin the measuring process.
If you need to redo a measurement, simply highlight it in the list and press the measure button.
Notes:
1. You can shoot the points in any order you like, FieldGenius will determine what direction to go in to
compute an intersection
2. The northing and easting values for the new point will be computed using the intersection of the line
and the angle that was read.
3. The z value for the new point will be computed using the projected elevation along the reference
line to the point where an intersection is computed.
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Main 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 - Angle Offset
--HI1.340,HR0.000,AR280.55530,ZE81.12550,SD6.8330,--Pnt 1 of Line
--HI1.340,HR0.000,AR277.37420,ZE80.47010,SD6.5020,--Pnt 2 of Line
--HI1.340,HR0.000,AR283.46460,ZE86.15500,--Angle Offset
SP,PN4,N -0.0050,E 0.0051,EL0.5761,--
Line - Perpendicular Point
Main Menu or Instrument Toolbar | Measure Modes | Intersections | Line - Perpendicular Point
This offset command is used to define two points that will be used to establish a reference line. Once
the reference line is established, you can specify a point that will be used to compute a perpendicular
intersection from the point to the reference line. The point can either be shot or you can select an existing point from your scene database or map.
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An example of where you could use this is to pick up the corner of a building, whose corner cannot be
scene from the total station. You could take two shots on one wall to define the reference line, and
then take another shot on the intersecting wall. A perpendicular intersection will be computed, which
in this case would be the corner of the building.
Measure Points
When you start the command, you will see an empty list.
Highlight the row that you would like to make a measurement for and simply press the Measure button to begin the measuring process.
If you need to redo a measurement, simply highlight it in the list and press the measure button.
Notes:
1. The northing and easting values for the new point will be computed by computing a perpendicular
intersection between the reference line and a point defined by the user.
2. The z value for the new point will be computed using the projected elevation along the reference
line to the point where a perpendicular intersection occurs.
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Main Menu
Note: You can increase the size of the text shown in the grid by setting the Text Size option in the
Options screen.
Select Perpendicular Point
You can define the perpendicular point one of two ways. The first is to simply take a measurement
that will define the perpendicular point. The shot is only used to make an intersection, a point isn't
stored at the measurement location.
The other method is to choose an existing point that exists in your scene. Press the Select Perpendicular Pnt button to select a point.
Store the Point
Once you’ve made your measurements and defined a perpendicular point 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. In the following example, if you shot the perpendicular point you will see a third shot that records the measurement.
--Line - Perpendicular Point
--HI1.340,HR0.000,AR353.49130,ZE80.47360,SD21.3386,--Pnt 1 of Line
--HI1.340,HR0.000,AR357.07260,ZE81.13020,SD22.4245,--Pnt 2 of Line
--HI1.340,HR0.000,AR12.10230,ZE83.00580,SD19.8819,--Perpendicular Pnt
SP,PN6,N 123.3028,E 100.0209,EL104.7737,--RM
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If the perpendicular point exists in your scene and you selected it using the point chooser, then you
will see a store point recorded as a note. The last store point is the new point that was computed.
--Line - Perpendicular Point
--HI1.340,HR0.000,AR353.49520,ZE80.46560,SD21.3419,--Pnt 1 of Line
--HI1.340,HR0.000,AR357.07330,ZE81.12210,SD22.4147,--Pnt 2 of Line
--SP,PN7,N 119.2906,E 104.1611,EL103.7580,--Perpendicular Pnt
SP,PN8,N 123.3107,E 100.0504,EL104.7751,--SCR
Trilateration
Main Menu or Instrument Toolbar | Measure Modes | Intersections | Trilateration
This routine allows you to trilaterate the position of new points by observing their distances from two
known positions. The two known points will make up a baseline, from which a distance-distance intersection will be calculated to determine the position of each new point.
The primary use of this routine is for GNSS users so they can locate inaccessible points. They can
locate two points with GNSS, and then use the Trilateration routine to locate the inaccessible points.
This routine can accept distances measured with the Leica Disto.
Static Points (Baseline)
Select your two baseline points, from which you will be observing the distances to the new points.
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Main Menu
Add Point
Use this to add a new unknown point to solve for. When you press this, you will be prompted for the
new point number and description, and whether it is on the left or right side of the baseline.
Save Point
This saves the selected New Point into your Project database.
Switch Side
This toggles the selected New Point to the Left or Right side of the baseline.
Map View
This takes you to a map view showing your baseline, the distance measured from each point, and the
calculated position of the new point.
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If desired, you can press the World View button on the Display toolbar to hide unnecessary data.
Measure from Point 1
Press this to record the distance from Point 1 of your baseline to the selected New Point.
Measure from Point 2
Press this to record the distance from Point 2 of your baseline to the selected New Point.
Vertical Plane Projection
Main Menu or Instrument Toolbar | Measure Modes | Intersections | Vertical Plane Projection
This function is for locating multiple points on a vertical place defined by two previously measured
points. The program will calculate the distance for each shot taken to an un-measurable position so
that coordinates can be generated for the shot.
An example of how you could use this would be to shoot two corners of a wall to define a vertical
plane. Then you could sight four corners for window on the second floor and FieldGenius will use the
HA and VA values and compute the intersection with the vertical plane. Once the intersection is computed, the point will be stored.
Function
When the command is started you will see a screen that will allow you to specify the points that will
form the baseline for the vertical plane.
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Main Menu
Note: You need to measure and store the points that will be used to define the vertical mapping plane,
prior to starting the Vertical Projection command.
When ready to continue, press the OK button.
You will now be in the Vertical projection mode which will be indicated by the Measure Mode button
on the instrument toolbar. To begin calculating points on the vertical plane, you need to point the total
station at the new point you want to create. To complete the shot, press the measure button, and then
store the point.
Note: You do not need to use a prism when measuring points on the vertical plane. Simply point the
instrument at the point you want to create.
Since vertical planes represent 3D data, it is sometimes necessary to rotate your perspective of the
Project to help you see the point you're computing on the vertical plane.
Press the 3D View button on the display toolbar which will open the 3D toolbar. If you press the
Planar View button, your scene will be rotated so it matches your perspective. For example, a vertical
plane was defined by points 27 and 28. When the planar view option is used, you can see your work in
a 3D perspective. You can now see the 4 measurements (points 500 – 503) that were made to record
the position of a window on the vertical plane.
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Plan View
3D Perspective
You can also hide objects that are behind the vertical plane from viewing by pressing the Vert Grid
button. In the example below, you will see that after this is turned on, some of the line work is hidden
from view.
To exit this routine, simply switch to a different Measure Mode.
Raw File
Each point that is computed on the vertical plane will also have a computed sideshot stored in the raw
file.
--VS,PA27,PB28
SS,OP1,FP503,AR142.24510,ZE78.37170,SD17.8888,--VERTICAL
For each shot you record you will see a note before the shot in the raw file indicating which points
were used to define the vertical plane.
Special Notes
Vertical projection measurements will automatically be recognized by your MicroSurvey CAD or
inCAD desktop software. Please refer to the MicroSurvey CAD or inCAD help file for more information regarding importing vertical projections.
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Main Menu
Point Scanning
Main Menu or Instrument Toolbar | Measure Modes | Point Scanning
FieldGenius supports point scanning which allows you to create a point cloud of data. To use this
routine you need a reflectorless instrument that has servo motors.
To start, you will be asked to define a scan area by pressing the Measure Range button and pointing
the instrument at the Bottom-Left and Top-Right corners of the area you want to confine the scanning
to.
Once the scan area is defined, you can define the scan resolution by using an angular value. For
example if you set it to 0°30'00", FieldGenius will create a pattern confined to the limits you defined,
and scan at 30 minute intervals both horizontally and vertically. Once you've defined the scan area
and resolution, FieldGenius will display an estimate of how many points will be stored.
You also can control how FieldGenius deals with measurement errors while scanning. If you turn on
"Ignore all scanning errors", FieldGenius will ignore measurement errors and continue without interruption. If you don't turn this on, FieldGenius will stop and display a message allowing you to stop the
scanning process, or continue on with the next measurement.
Press the Start Scan button to select the desired reflectorless EDM Mode and initiate scanning.
FieldGenius will display an estimate of the time remaining for the scan to complete.
Points will be stored using the description defined in the map screen. The point number of the first
point will be set to the "next available" id and will increment sequentially. The shots are stored in the
raw file as sideshots so you have a record of the observations.
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Upon completion, you will receive a summary showing the total number of successful measurements
and errors received.
Scan Settings
When connected to the Leica MS50/MS60 and you select the Point Scanning command you will see
the Scan Settings dialog.
Scan Settings - Type
Scan Method
You have 4 options
l
l
l
l
Polygon area - Scan area confined by polygon vertices (video scanning supported)
Rectangular area - Scan a rectangular area defined by 2 opposite corners (video scanning supported)
Full Dome - Scan the entire field of view of the total station
Partial Dome - Scan area confined by angler constraints. Can also be used to scan Ceilings or
Floors
Scan Rate
Define the scan rate you want to use. High density scans require more time to complete, while lower
density scans require less time.
Store SNR
Use this to control the recording of SNR data on each point captured with the MS50/MS60.
Artifact Filter
Use this to help eliminate ghost points and enhances the point cloud quality.
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Main Menu
Scan Settings - Resolution
You can define the resolution of scan by distance or angle. The easiest is by distance.
Measure near the area you want to scan and press the DIST button, spacing information will be
determined automatically.
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Scan Settings - Distance Filter
You can define a minimum and maximum distance filter that will help confine the scan data within this
range.
Scan Settings - Video
You can use the cameras on the total station to define scan area.
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This option is only applicable for Rectangular and Polygon modes.
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This option is only available on Windows desktop PC or tablet platforms.
View Streaming Video
This button Enable/Disable the video streaming feature. If video streaming is disabled, regular measurement mode will apply to define the scan area
If you are unable to turn on this button, please check the Bluetooth PAN or USB connection.
Connection
You can either use Bluetooth PAN connection or USB cable connection for streaming video views
See "Setup Video Streaming Connection" Section below for more details.
FrameRate
Use this to adjust frame rate of the video
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Main Menu
Maximum BitRate
This setting controls the maximum video data transfer rate between total station and your data collector.
Lower this setting if you are experiencing high latency, slow response time, or video flickering in video
extents view when using Bluetooth PAN connection.
We recommend lowest setting for Bluetooth PAN connection due to limited wireless bandwidth, and
highest setting for USB Cable connection. (These are default settings)
Setup Video Streaming Connection
This section details set up procedures for establishing Bluetooth PAN and USB cable connection
USB Cable Connection Setup
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Install Leica MS50/MS60 driver or Leica Viva/Captivate software that contains the driver on
the PC/Tablet you wish to run FieldGenius
Connect Leica Lemo 8-pin to USB cable to the PC/Tablet
Bluetooth PAN Connection Initial Setup
NOTE: ALL setup steps below are one-time-only. This setup guide is also available as a video on
MicroSurvey.com
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On a Bluetooth capable Windows PC or tablet, go to Control Panel -> Network and Sharing
Center -> Change Adapter Settings
Locate Bluetooth Network Connection, right click on the icon and select Properties.
Under Networking tab, click on Internet Protocol Version 4 (TCP/IPv4), then click on Properties again
Select Use the following IP address:, and enter 192.168.253.100 as IP address, and
255.255.255.0 as Subnet mask
Click OK twice to save the settings
Main Menu
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Now go to Control Panel -> View Devices and Printers or alternatively right click
Bluetooth task bar status icon, and select Show Bluetooth Devices
From either places, click Add a device button to add MS50/MS60 (names as TS or
TSxxxxxx) as a device. Make sure the instrument is turned on and within range.
When asked for pairing code or PIN, make sure to enter 0000 as code on both Windows and
MS50/MS60 instrument.
The MS50/MS60 instrument is now successfully paired with your PC/Tablet. All steps above
are one time only
Bluetooth PAN Connection Setup
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Once the initial setup is completed, you should be able to see your instrument under
Bluetooth devices or Devices and Printers screen
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Right click the MS50/MS60 instrument, select Connect using, then click Ad hoc network
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Windows may take a few seconds to finish the connection. You are now good to go!
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Bluetooth PAN Troubleshoot or Reset
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If your Bluetooth PAN connection is unstable or video camera cannot be started, you can follow the steps below to reset the connection
Remove MS50/MS60 instrument from Bluetooth device list on your PC/Tablet
On MS50/MS60, hold the Power button, and choose Reset, and select Reset Windows CE.
This will clear WinCE system settings.
Follow the steps above to re-add MS50/MS60 instrument in the Bluetooth device using
PIN code 0000
Scan Extent - Partial Dome
Partial Dome scan routine can help you:
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Define a rectangular shaped scan area by entering four angular constraints
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Define a donut shaped scan area by checking on 360 Horizontal Scan Area option.
A practical application of the donut mode would be to either scan Ceilings or Floors by limiting the 2
vertical angles.
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Main Menu
Video Scan Extents
When Point Scanning settings are confirmed, and "View Streaming Video" option is turned on, you
will be directed to the Video Scan Extents screen
A detailed video walkthrough of this feature is available at MicroSurvey.com
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Scan Extents Icons
Note: Click and hold any buttons will show a tool tip of the button.
Measure Distance
Measures the distance of the object at crosshair. It is recommend to measure distance before adding
polygon vertices with overview camera.
Current distance is displayed at the upper-right corner of the video screen.
If the camera is moved, a "Distance Required" text will be displayed instead of the number.
Overview Camera
This is the default camera - ideal for shorter distance.
The Overview Camera is NOT aligned with the total station scope, and will require user
"Measure Distance" before adding each polygon vertex to align the crosshair and the scope/laser.
On-Axis Camera
This camera is ideal for longer distance.
The On-Axis Camera is aligned with the total station scope, you can add vertices directly without
"Measure Distance"
Zoom In
This will zoom in on the camera view
Zoom Out
This will zoom out on the camera view
Add Vertex
Vertices can be defined using this button to form a scan area.
Remove Vertex (Undo)
Use this button to remove the previously defined vertex
Clear All Vertices
You can clear the all previous defined vertices
Set Laser Pointer ON/OFF
You can toggle laser pointer on the total station on or off
More Options
This button will open up Camera Settings dialog
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Main Menu
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Auto-Focus - Turn on auto focus of the selected camera
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Focus at Distance - Focus the camera at the distance measured
Video Scan Workflow
You can choose to use either Overview Camera or On-Axis Camera to define the scan area, based on
distance, video quality, or other factors.
Overview Camera
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Turn on laser pointer.
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Move the crosshair to the edge of the scanning area by directly clicking the video itself.
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You will notice the crosshair has a circle in the middle, and a "Distance Required" text on the
upper-right corner of the video view.
Click "Measure Distance" button to determine the slope distance, and the software will align
the crosshair with the laser/scope.
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Click "Add Vertex" button to add the first polygon vertex.
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Repeat previous steps until the scan area is defined.
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Note: if the scanning object is efficiently far away from the total station, then the misalignment
between crosshair and laser/scope will be small. You can directly add vertex without the measuring distance, and the scanning area will be similar to what you would see on the video
screen.
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On-Axis Camera
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Move the crosshair to the edge of the scanning area by directly clicking the video itself.
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Zoom to the appropriate level
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Click "Add Vertex" button to add the first polygon vertex.
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Repeat previous steps until the scan area is defined.
Scan Complete
When Point Scanning is completed, a few options will be available to you.
Scan Complete Options
Scan File Name:
The Scan file is normally stored in the SD Card inserted into the Total Station. The scan file name will
help you to locate the correct file, if you wish you manually transfer the file.
Create HeXML File:
You can export the Project into HeXML format directly. If this option is skipped, you can also go to
"Import/Export" menu, and choose "Export LandXML" option
If there are multiple scan files in the same Project, and the same xml file name is used. The xml file
will be overwritten to include all scan files currently in the Project folder
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Main Menu
Transfer Scan File to Local Project Folder:
You must manually copy the scan files into your Project folder. (Requires "Scans" sub folder) Automatic transfer over Bluetooth is no longer possible due to transfer rate and the size of scan files.
For Example:
...\Documents\MicroSurvey\FieldGenius\FG Projects\[ProjectName]\Scans\*.sdb
Manual
Manual Entry
Main Menu or Instrument Toolbar | Measure Modes | Manual | Manual Entry
When you set the Measure Mode to manual entry on the instrument toolbar you will be required to
manually input your measurements. When you press the measure button you will see the following
screen:
Press OK to Store the point.
A normal sideshot or traverse record will be written to the raw file just as if you shot it with a total station.
Tip:
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You can also use the Manual Entry mode for repeating your last shot. If you have previously taken a measurement, then the angle and distance values on this screen will
default to those of your previous shot.
Manual Distance
Main Menu or Instrument Toolbar | Measure Modes | Manual | Manual Distance
Use this mode to shoot an observation where only the horizontal and zenith angles will be measured
with the instrument. You will be then prompted to enter the distance.
When you set the Measure Mode to manual distance and press the measure button the horizontal and
vertical angles will be read from your total station. Since this is only measuring angles, you do not
need to have a prism to shoot to.
Following this you will see a screen allowing you to enter a horizontal distance.
Press OK to save the point. You will now see the measurement info screen.
A regular sideshot or traverse record will be created in the raw file.
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Main Menu
Measure Modes (GNSS Reference)
Main Menu or Instrument Toolbar | Measure Modes
When you connect to a reference receiver you need to program a position into the receiver so accurate positions can be transmitted to the rover.
You can access the different Measure Modes to program your receiver with a position by selecting
the Measure Modes button in the main menu, or the Measure Modes button on the GNSS instrument
toolbar.
Main Menu - Measure Modes
Instrument Toolbar
Selecting the Measure Modes button will display these options:
1. Known Geodetic Position
2. Averaged Geodetic Position
3. Local Transformation to Point
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Overview
There are three different modes available for programming a position into your reference receiver.
When you're ready to program your base receiver with a position you need to select the reference position mode then to start the process press the Measure button on the GNSS toolbar. Please review
the following sections for a detailed explanation of how each mode is used.
Known Geodetic Position
Main Menu or GNSS Toolbar | Measure Modes | Known Geodetic Position
Use this when you know the geodetic position of the point the base is setup on. You have two
options, you can program it with a known Geodetic or known Cartesian Coordinate.
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Main Menu
Geodetic Coordinates
Enter the know Latitude, Longitude and Ellipsoidal Height for your base setup. The coordinates you
enter here will be programmed into the receiver.
Cartesian Coordinates
Cartesian coordinates can be SPCS, UTM coordinates or any other grid system as long as it
matches the horizontal and vertical system you've defined in your GNSS profile. You cannot enter
local coordinates as Cartesian coordinates! Doing so will cause a warning message to be displayed
indicating that the coordinates you entered do not fall inside the GNSS grid files you have loaded on
your data collector.
Select Position from Database
This allows you to choose a point a number of different ways. The point you select must be a grid
coordinate such as a SPCS or UTM coordinate.
Averaged Geodetic Position
Main Menu or GNSS Toolbar | Measure Modes | Averaged Geodetic Position
Use this to measure and average an Autonomous Geodetic position.
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It is up to you to determine how many observations or the duration of time you want to wait before
accepting the averaged position. At any time you can restart the process by pressing the Reset Average button.
If you press Set Position, your receiver will be programmed with the new position and you will have
the option of storing a point's position in the database.
Local Transformation to Point
Main Menu or GNSS Toolbar | Measure Modes | Local Transformation to Point
Use this to compute a one point transformation so your GNSS derived measurements can be referenced into a local system.
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Main Menu
When this option is used, FieldGenius starts receiving data and computes an averaged Autonomous
position for the base receiver. The current position, how many epochs it has received and the total
elapsed time is displayed on the screen.
It is up to you to determine how many observations or the duration of time you want to wait before
accepting the averaged position. At any time you can restart the process by pressing the Reset Average button.
You then have to define a local coordinate that you want to localize to. It is assumed that the point
exists in your Project. If it doesn't, simply double tap the Point ID field which will open the point toolbar. You can use the new option to create a point or if it exists select it from the map or from the list.
When you press Set Position, FieldGenius will save the averaged location into the point database. It
will then compute a one point transformation which is simply a horizontal and vertical shift from the
grid coordinate system into your local system, as well as a combined scale factor. You will be presented with the option to apply the combined scale factor at the point
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Pick Yes if:
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You are calculating a one point transformation and your Project coordinates are ground-level
coordinates. Please Note: No rotation will be applied and the Project North direction will be
Grid North as per your Project Coordinate System Settings.
Pick No if:
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You are calculating a transformation from multiple points and will be adding more points to the
calculation. In this case the scale parameters will be determined from the best fit to all the
points used for the transformation.
You are calculating a one point tranformation and your Project coordinates are grid coordinates
as per your Project Coordinate System Settings.
All future GNSS measurements in the current Project will have your new transformation parameters
applied automatically.
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Main Menu
Measure Modes (GNSS Rover)
Main Menu or Instrument Toolbar | Measure Modes
When you connect to a rover receiver you will have a choice of Measure Modes available to you.
You can access the different Measure Modes by selecting the Measure Modes button in the main
menu, or the Measure Modes button on the GNSS instrument toolbar.
Main Menu - Measure Modes
Instrument Toolbar
Selecting the Measure Modes button will display various options:
1. Standard Measurement
2. Offset Measurement
3. Tilt Offset Measurement
4. Auto Record Points
5. Staking
6. Local Transformation Point
7. GroupCode
8. Check Point
9. Trilateration
10. Add Invert
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Standard Measurement
Main Menu or GNSS Toolbar | Measure Modes | Standard Measurement
When you have connected to your rover and you press the measure button on the GNSS Toolbar you
will see the GNSS Measurement Screen
The measurement process works like this:
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Main Menu
Once the satellites have been filtered out based on your tolerance settings, FieldGenius will only
begin collecting measurement data if all your tolerances are met. During the measurement process
you might see that certain tolerances are not being satisfied, this is normal. FieldGenius will continue
monitoring the measurement data and will accept measurements that pass the mask criteria.
Once the tolerances have been met, the position status will change to an Accepted position. Prior to
accepting the position, the user can look at the RMS values for the computed position and determine
if they wish to accept or reject the measurement. Pressing Cancel will exit the measure function
without storing any data. Pressing Store Position will accept the position and store it in the database.
You can change your true or measured Antenna Height on the Store Point screen.
By default, if you have some transformation parameters defined, they will be applied to the measurement prior to storing it.
If your current tolerance settings are not met, FieldGenius can switch from Real Time mode to Post
Process mode to collect static data for that point for later post processing back in the office. This
switch from Real Time mode to Post Process mode can occur automatically or manually, depending
on your Post Process tolerance settings. The duration of the Post Process measurement is specified
in your tolerance settings, and depends on the minimum number of satellites tracked during the entire
Post Process session.
Offset Measurement
Main Menu or GNSS Toolbar | Measure Modes | Offset Measurement
FieldGenius features a GNSS offset functionality to calculate an offset from the current position
based on a direction and distance offsets. The direction may be determined from two observations.
This feature is particularly handy when a direct observation is inaccessible or there is too much canopy coverage to get an RTK fixed position.
Function
When this mode is enabled FieldGenius the user will press the observation button to start the routine.
After this, the GNSS Offset measurement screen as shown below will appear and is ready for the
user to press the "Start Point" button to take the first shot. Once that is done the "Start Point" button
will change to "End Point". Press this when you are on the second point and ready to take the second
observation.
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After both Start and End points are observed the Direction field will now be filled with the computed
bearing between the two observed points. The next step is to manually enter in the Horizontal and Vertical distances to the new offset point. Fill these fields in and press the "Measure" button to take one
more observation that will apply the computed direction, horizontal and vertical distances to the shot
and will now populate the Northing, Easting and Elevation fields of the new calculated point in the
GNSS Measurement area. The user can now press the "Store Point" button to store the calculated
point into the database.
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Main Menu
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Additional Notes
The user has the option to manually enter in the direction to the offset point if it is already known. A
vertical distance is not needed to calculate an offset point, only a Direction and a Horizontal distance
are required to complete the routine.
Tilt Offset Measurement
Main Menu or GNSS Toolbar | Measure Modes | Tilt Offset Measurement
GNSS receivers usually comes with 2 measurement sensors (Tilt Sensor & Magnetic Sensor) to
assist with tilted measurements (See Electronic Bubble section for more information)
The Tilt Sensor is more reliable and provides better accuracy compared to the Magnetic Sensor. This
routine takes advantage of this, and only uses Tilt Sensor to Trilaterate a position what is difficult to
survey without tilted pole measurement.
Two methods are available:
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Two Pole Tilt Intersection
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Three Pole Tilt Intersection
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Main Menu
Two Pole Tilt Intersection
Make sure the button of the pole is at the same point
Measure Pole Tilt 1
Tilt the pole in one direction and Click this button to store the first tilt angle (Red Circle)
Measure Pole Tilt 2
Tilt the pole in the other direction and Click this button to store the first tilt angle (Green Circle)
There will be two intersecting points, choose Solution A or Solution B for the desired intersecting
point, and click Save Point to Store it
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Two Pole Tilt Intersection
Make sure the button of the pole is at the same point
Measure Pole Tilt 1
Tilt the pole in one direction and Click this button to store the first tilt angle (Red Circle)
Measure Pole Tilt 2
Tilt the pole in another direction and Click this button to store the first tilt angle (Green Circle)
Measure Pole Tilt 3
Tilt the pole in the last direction and Click this button to store the first tilt angle (BlueCircle)
There will be only one intersecting point, click Save Point to Store it
Auto Record Points
Main Menu or GNSS Toolbar | Measure Mode | Auto Record Points
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Main Menu
The Auto Recording settings are used when collecting GNSS data in a "Kinematic" mode. The
receiver can automatically log a point every X distance or Y seconds. The user simply selects what
option they prefer to use for logging Kinematic data and start the survey. Keep in mind while collecting
data at higher velocities that FieldGenius receives position updates from the GNSS at a maximum
rate of once per second.
Once configured, Auto-Recording is activated on the Rover Measure Mode screen after pressing the
Measure button:
Once activated, Auto-Recording is deactivated by pressing the Measure button again.
Staking
Main Menu or Instrument Toolbar | Measure Modes | Staking
See the Staking topic for more information.
Local Transformation Point
Main Menu or GNSS Toolbar | Measure Modes | Local Transformation Point
This Measure Mode is designed to quickly add control points to a GNSS Local Transformation,
using the Similarity method by matching up control points. The procedure is as follows:
1. Set the Local Transformation Point Measure Mode:
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2. Measure a control point that you wish to use for your localization. You will have the choice to store
the observation as a point in the database:
3. Specify whether the control point will be used for horizontal and/or vertical control, then pick Select
Existing to set the local control point:
4. Optionally confirm the measured values for the GNSS Control Point:
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Main Menu
5. Pick OK to accept the control pair.
6. Pick OK on the Transformation Control screen:
7. Repeat Steps 2-6 for any additional control points.
8. Review and apply the transformation, please see the GNSS Local Transformation topic for more
details.
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GroupCode
Main Menu or GNSS Toolbar | Measure Modes | GroupCode
Overview
GroupCode is a Measure Mode that allows the user to set up a Group of Codes that have a common
theme or purpose, and is ideal to increase productivity for repetitive feature collection. GroupCode
allows:
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Creating multiple groups of codes
Setting a pattern to automate code selection for feature collection in a repetitive sequence
(such as road cross sections)
Linework toggles for each code in the group allowing linework to be automatically completed
for each feature in the group as separate figures without any effort from the operator
Switching between a carousel display combined with the Map screen, or a full-screen button
panel with the codes in the group
Fast switching between groups with settings retained for each group
Fast switching between GroupCode and other Measure Modes and being able to resume collection within GroupCode with no additional steps
Operation Notes
For GNSS operation there is only one GroupCode Measure Mode. The GNSS Tolerance Settings will
be honoured to determine if the observation is automatically stored:
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Auto Skip Meas Stat – This option in the Tolerance Setting determines if the measurement
statistics are displayed during the measurement process
Auto Store Meas – This option in the Tolerance Setting determines if the Store Point dialog will
be displayed prior to storing an observation
Main Menu
See the GroupCode Editor topic for information about setting up a group and changing its behaviours.
Workflow
The GroupCode feature is designed to allow fast measuring, and as such the automation of the code
selection and multiple linework figures can reduce the task to a simple measurement button press.
When no pattern is set, the user will manually need to select the next code to use, and line toggles
will be necessary for drawing arcs.
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Entering Offsets
It is possible to pre-enter distance offsets that will be applied to the next measurement. The Offset
button will display the offset directions that will be applied if the offsets are set. Direction, Horizontal
Distance, and Vertical Distance.
The offset entry screen has toggles that can be used to set the values:
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Field Value Resets, X next to field
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Apply offsets to All Measurements, Next Measurement Only, or None
Check Point
Main Menu or GNSS Toolbar | Measure Modes | Check Point
Use this to measure a check shot to an existing point. When you start the command you will see the
point chooser appear where you can create a new point or pick an existing one from a list or from the
screen. After you choose your point you will be ready to measure. You will note the Measure Mode
will be set to Check Pnt and if you need to cancel the operation you can do it by pressing the Measure Mode button and choose to cancel it.
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Main Menu
Check Point Summary
When you're ready to record the shot press the Measure button on the instrument toolbar. You will be
presented with a screen that compares your measured values to the ones that were computed for the
check shot point.
The deltas that are displayed are computed by subtracting the shot coordinates from the known
coordinates. In other works if you add the deltas to the shot point coordinates you will end up at the
known point.
Store Point
Pressing this will exit the function and write several notes to the raw file summarizing your check
shot, and allow you to store the shot using the Store/Edit Point screen.
--Check Point
-- Check Point ID: 110
-- Check Point dNorthing: -4.59'
-- Check Point dEasting: -1.82'
-- Check Point dElevation: -4.96'
-- Check Point dHorizontal: 4.94'
-- Observed Values: HA 45°00'00.0" VA 90°00'00.0" SD 23.00' HR 5.00'
-- Observed Point Northing: 5016.26'
-- Observed Point Easting: 5016.26'
-- Observed Point Elevation: 95.00'
Close
This will exit the check shot function and not write anything to the raw file or storing a new point.
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Trilateration
Main Menu or GNSS Toolbar | Measure Modes | Trilateration
This routine allows you to trilaterate the position of new points by observing their distances from two
known positions. The two known points will make up a baseline, from which a distance-distance intersection will be calculated to determine the position of each new point.
The primary use of this routine is for GNSS users so they can locate inaccessible points. They can
locate two points with GNSS, and then use the Trilateration routine to locate the inaccessible points.
This routine can accept distances measured with the Leica Disto.
Static Points (Baseline)
Select your two baseline points, from which you will be observing the distances to the new points.
Add Point
Use this to add a new unknown point to solve for. When you press this, you will be prompted for the
new point number and description, and whether it is on the left or right side of the baseline.
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Main Menu
Save Point
This saves the selected New Point into your project.
Switch Side
This toggles the selected New Point to the Left or Right side of the baseline.
Map View
This takes you to a map view showing your baseline, the distance measured from each point, and the
calculated position of the new point.
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If desired, you can press the World View button on the Display toolbar to hide unnecessary data.
Measure from Point 1
Press this to record the distance from Point 1 of your baseline to the selected New Point.
Measure from Point 2
Press this to record the distance from Point 2 of your baseline to the selected New Point.
Add Invert
Main Menu or GNSS Toolbar | Measure Modes | Add Invert
If you've manually measured a distance to an invert, you can have FieldGenius compute a point with
a computed invert elevation.
When you start the command you will see the Invert Toolbar appear towards the bottom of your main
screen.
First you need to specify the point that will be referenced to compute the invert elevation. You can do
this by using the point chooser button.
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Main Menu
Now enter the measured distance to the inverse. For example if your measurement was 5.5',
FieldGenius will subtract this from the reference point's elevation. Entering a negative value will
cause it to be added.
Press Store Point to create and save a point with the calculated invert distance. This point will have
the same northing and easting value as the reference point.
Note:
While the invert toolbar is open, you can continue entering invert measurements or
choose different reference points.
Raw File
When you save the point, an offset and store point record will be created.
--OS,OP7,FP8,ND0.000,ED0.000,LD5.000
SP,PN8,N 935.976,E 1232.356,EL5.000,--<No Desc>
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Measure Modes (Disto/Laser)
Main Menu or Instrument Toolbar | Measure Modes
These are commands built into FieldGenius that will help you measure and map your points while connected to a supported Disto/Laser device. The desired Measure Mode must be selected before you
begin a measurement.
For a faster way to get to this screen, you can also press the Measure Modes button which is located
on the instrument toolbar.
Note: Several of these modes will not be available until you have completed a setup.
Setup and Check
Quick Setup
Use this to perform a quick setup procedure, with the instrument on a point facing a certain direction.
Please see the Quick Setup topic for more information.
Backsight by 1 Point or Direction
Use this to define an instrument setup. Same procedure as with a Total Station, please see the Backsight Method topic for more information.
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Main Menu
Resection
This will start the multiple point resection routine to allow you to determine your current instrument
position by measuring to known points. Same procedure as with a Total Station, please see the
Resection topic for more information.
Backsight Baseline
Use this to define an instrument setup from the position and orientation of an arbitrary baseline.
Please see the Backsight Baseline topic for more information.
Check Point
Use this to display a check measurement to an existing point in your Project. Same procedure as with
a Total Station, please see the Check Point topic for more information.
Temporary (No Store)
This will allow you to take a measurement without storing it. Same procedure as with a Total Station,
please see the Temporary (No Store) topic for more information.
Sideshot
This mode allows you to measure a point. After the measurement, it will allow you to review your
measurement data and allow you to make changes to the point ID and description before it is stored.
Same procedure as with a Total Station, please see the Sideshot topic for more information.
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Sideshot (Auto Store)
This mode allows you to measure a point using the next available point id, and the description and line
toggles specified on the main map screen. Using this is a very fast method for recording your measurements. Same procedure as with a Total Station, please see the Sideshot (Auto Store) topic for
more information.
GroupCode
This mode allows you to set up a Group of Codes that have a common theme or purpose, and is ideal
to increase productivity for repetitive feature collection. Same procedure as with a Total Station,
please see the GroupCode topic for more information.
GroupCode (Auto)
The GroupCode mode with automatic point storing using the next available Point ID.
Staking
Please see the Staking Menu topic for more information.
Offsets
Distance Offset
This will start the distance offset routine. Same procedure as with a Total Station, please see the
Distance Offset topic for more information.
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Main Menu
Horizontal Angle Offset
This will start the angle offset routine. Same procedure as with a Total Station, please see the Horizontal Angle Offset topic for more information.
Vertical Angle Offset
This will allow you to compute the height of an object. Same procedure as with a Total Station, please
see the Vertical Angle Offset topic for more information.
Line - Distance Offset
This allows you to measure two points to define a baseline, then manually enter measured distances.
These distances will be used to compute a new point based on the baseline. Same procedure as with
a Total Station, please see the Line - Distance Offset topic for more information.
Add Invert
Use this to open the invert toolbar. You will then be able to record invert measurements. Same procedure as with a Total Station, please see the Add Invert topic for more information.
Intersections
Two Line Intersection
This allows you to measure two baselines and FieldGenius will compute the intersection point. Same
procedure as with a Total Station, please see the Two Line Intersection topic for more information.
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Line - Angle Intersection
This allows you to measure two points to define a baseline, measure an angle, and FieldGenius will
compute the intersection point. Same procedure as with a Total Station, please see the Line - Angle
Intersection topic for more information.
Line - Perpendicular Point
This allows you to measure two points to define a baseline, then you can select an existing point
which will be used to compute a perpendicular intersection. Same procedure as with a Total Station,
please see the Line - Perpendicular Point topic for more information.
Trilateration
This will allow you to compute new points by observing their distances from two known existing
points. Please see the Trilateration topic for more information.
Vertical Plane Projection
This will allow you to compute points on a user defined vertical plane. Same procedure as with a Total
Station, please see the Vertical Plane Projection topic for more information.
Quick Setup
Main Menu or Instrument Toolbar | Measure Modes | Setup & Check | Quick Setup
This setup procedure requires a Point and a direction to complete the setup.
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Main Menu
Point ID
Enter a Point ID to set the Station, or tap in the field to open a menu to pick a point from a list or map,
or create a new point.
Instrument Height
Enter the height of the device above ground if you wish to reference it.
Set Direction
Enter the direction that the device is pointing, or pick on one of the four direction buttons to set the direction.
Complete Setup
Pick Complete Setup to finish. The direction will be captured and set as the orientation reference.
Backsight Baseline
Main Menu or Instrument Toolbar | Measure Modes | Setup & Check | Backsight Baseline
When setting up a total station or Disto in a room or outside at a Scene, in certain circumstances it is
advantageous to define one of the room's walls as a baseline for the scene. Or outside to select a linear feature like a Sidewalk or curb.
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Using this method ensures that your room or outside Scene coordinate system is oriented to a
baseline plane you are defining for the site. This makes the Scene easier to work in FieldGenius and
when imported into your desktop drawing program.
Another benefit to using this feature is that all points mapped with the total station will be referenced
to the origin and baseline.
Function
Usually this feature will be used in a new Project, but it could be used in an existing scene if needed.
In this example we will begin by creating a new scene.
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Main Menu
In the Occupy Baseline screen you need to specify the orientation of the baseline, your instrument
height and the position that you want to use for the origin point.
Baseline Direction
This is the direction that you want the wall ”baseline” to face in your Project. The direction that you
use is totally up to you. You should pick a direction that will help you visually confirm that the points
you're mapping are correct. If you refer to the image at the beginning of this document, the instrument
was setup in the lower right corner of the room. From the instrument operator's perspective, it made
sense to use a baseline set to East so the far wall would be horizontal along the X axis in the Project.
If you look at the image of the Tracker at the beginning of this topic, you will see that using this feature
makes the room align with your scene's coordinate system.
In the examples below, the same origin coordinates and total station measurement were used. The
only thing that was different, was the direction specified for the baseline.
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Position of Origin
The default coordinates are 0, but any value could be used. The origin will be located and defined by
your first measurement.
Usually you will want the bottom corner of the wall to be equal to the z value you define. Assuming
you're using a reflectorless instrument, if you can't see the bottom corner directly with the instrument,
you can measure up the wall and mark a point a known distance from the floor. Then sight this point
with you instrument, but make sure you define the distance you measured as your new target height.
Otherwise, if no target height is specified, the location you measure at the corner will be the origin.
Measure Baseline
When you press this you will be required to measure two shots; one to define the origin and the other
to define the location of the instrument in reference to the baseline.
How it Works
Using the origin, and the baseline direction you specified, a ”baseline” is created.
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Main Menu
Using the first shot, the instrument position cannot be accurate calculated yet. The instrument isn't
referenced to the baseline yet, and hinges around the origin point.
Then using the second shot, the total station location in the room can be accurately computed.
Store Reference (Occupy) Position
After you finish measuring the necessary measurement, you will be taken back to the Occupy
Baseline screen.
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You will now see that the Occupy Inst screen is enabled. Press this to accept your measurements
and FieldGenius will store a new point for the reference point. Also, in the raw file Occupy point
records will be recorded along with the measurements made on the wall.
--Occupy Room
--Baseline Direction: East
--N 0.0000,E 0.0000,EL0.0000,--Origin Pnt
--HI1.310,HR1.514,AR25.16100,ZE88.26290,SD7.0790,--Pnt for Origin
--HI1.310,HR1.514,AR63.18170,ZE88.26220,SD5.1750,--Pnt on Baseline
OC,OP1,N -5.1514,E 4.8516,EL0.0115,--RP
BK,OP1,BP0,BS316.42594,BC25.16100
LS,HI1.310,HR1.514
You are now ready to continue mapping your scene.
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Main Menu
Survey Tools
Main Menu | Survey Tools
This menu contains functions pertaining to the data in your Project.
Store Points
Use this to enter new coordinates into your scene's database. Please see the Store Points topic for
more information.
Drawing Tool
This starts up the draw plan tool.
Delete Last Saved Point
Use this to "delete" up to ten of the last points that were saved. Please see the Delete Last Saved
Point topic for more information.
Raw File Viewer
Use this to open a viewer that will display your current raw file. Please see the Raw File Viewer topic
for more information.
COGO History Viewer
Use this to display the results that were computed using the COGO commands. Please see the
COGO History Viewer topic for more information.
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Traverse Report
Use this to generate a traverse closure report based on your traverse setups. Please see the Traverse Report topic for more information.
GNSS Local Transformation
Use this to specify transformation parameters that can be used to localize GNSS data. Please see
the Transformation Setup topic for more information.
Bolt Pattern
Use this to create and apply point patterns for example for bolt plates or pillars. Please see the Bolt
Pattern topic for more information.
Add Raw File Note
Use this to add a comment to the raw file. Please see the Raw File Comment topic for more information.
View Averaged Points
Please see the Point Averaging topic for more information.
Store / Edit Points
Main Menu | Survey Tools | Store Points
This is a multi-use function that is used by many parts of the program. Essentially any time a point
needs to be stored or edited, it will done via the store point screen. Depending on what it is you're
doing, certain parts of the dialog will be disabled or not editable. Following is an explanation of what
you should expect.
Measured or Calculated Points
Points that were measured or computed via any of our commands will automatically have their Survey Role set to measured. When these types of points are edited, only the description can be
changed; the point id and coordinate values will be non-editable. The reason we do this is so the
coordinates don't accidentally get altered. You can check a point's survey role by pressing the
Advanced button. You can override this by changing the survey role type to "null".
Certain commands in FieldGenius are allowed to ignore the measured survey role, such as the
Rotate/Translate/Scale command or the overwrite option that is triggered when you try to store a
point using a point id that already exists in the Project.
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Main Menu
Manually Entered or Imported Points
Point that have been manually entered or imported from an ASCII file for example, will have their Survey Role set to null. Points that have a Survey Role set to null can be edited except for the point id.
Point ID
Enter in the point number you would like to assign to the point. Note that by default it will display the
next available point number. If you're editing an existing point, this field will not be editable.
Line/Spline/Arc Buttons
This is used to toggle on and off the draw lines function. When turned on as you
shoot your points in the drawing they will be connected with a line. This button can
only be used if you're storing a point after a measurement.
This is used to toggle on and off the draw curvy lines button. This function will
draw a best-fit curve through your points as you shoot them. This button can only
be used if you're storing a point after a measurement.
3-Point arcs can be started using the same method as for a Line or Curvy Line.
This button can only be used if you're storing a point after a measurement.
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Description
This is where you can enter a description for your point. This field is associated with your AutoMap library so as soon as you start typing in descriptions, a list appears displaying descriptions that match
what you've entered. Simply press your Enter Key to accept your entry. You can also have
FieldGenius notify you when the description you've entered isn't in your AutoMap library. To do this
you need to make sure you have the New Description Prompt toggle turned on in the Options menu.
List Button
Press this to open the AutoMap Library screen. You will be able to choose the description that will be
assigned to the point.
Northing, Easting, Elevation
Input your coordinate values in these fields when manually creating a new point using the add point
function. If measuring a point, you cannot manually enter or edit coordinates.
Note Button
Press this to enter a note or record an audio note for the point. See the Notes topic for more information.
Prism Hgt (Height) / GNSS Hgt (Height)
When storing a point measured by a total station, you can set the Prism Height. When storing a point
measured by a GNSS receiver, you can set the true or measured Antenna Height.
Review Measurement Button
This button is available when you have taken a measurement, and can be used to review the distance
and angles measured.
GIS Attributes Button
If you loaded a feature list, then this button will be enabled. It allows you to access your feature list so
you can edit feature attributes.
Store Pnt (point) Button
Press this to store the measured point.
Store SS (side shot) Button
Press this to store the point as a side shot. You would typically use this when not measuring traverse
points. You will not see this button when measuring with GNSS.
Store TR (traverse) Button
Press this to store the point as a traverse point. You would typically use this when the measured point
belongs to a traverse. You will not see this button when measuring with GNSS.
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Main Menu
Cancel Button
Press this to cancel the measurement.
Advanced Button
Use this button to add or edit advanced tags to your point. You will mainly use this to help you distinguish points that are exported when you use the XML export.
Survey Role: Use this to edit the survey role for the point. By default points that are measured will
have a role of Measured. Points with a Measured role type are read only when they're viewed with
the store and edit screen. If you export an XML file, this information will be exported.
DTM State: Use this to choose the DTM attribute that will be written to the database file. Determine
By Feature is the default value, if you don't want the point used in FieldGenius's modeling commands, you can set the DTM value to Do not Include. If you export an XML file, this information will
be exported.
Point Type: Use this to enter a point type that will be written to the database file. If you export an
XML file, this information will be exported.
Geometry: Use this to enter a geometry type that will be written to the database file. If you export an
XML file, this information will be exported.
Zone: Use this to enter a zone number that will be written to the database file. If you export an XML
file, this information will be exported.
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Drawing Tool
Main Menu | Survey Tools | Drawing Tool
Line Toolbar | Pencil button
Point Toolbar | Pencil button
This tool allows you to quickly draw a plan such as a pad or a building footprint into your Project, and
is typically used to recreate plans from a paper hard-copy. You can use this to either calculate new
points, or to connect existing points that are already in your Project.
You must have at least one point in your Project before you can start, to define the starting position for
your plan. If a point does not yet exist (for example if this is the first command you run in a new Project), you will be prompted to store a new point before you can proceed.
Line Mode
Use the Line draw mode to add straight line segments to your figure.
Start Point
Specify the start point for the new segment.
For starting a new plan, this should be set to an existing point in your Project, typically a corner that
you will begin drawing the plan from.
As you continue adding subsequent points/segments to your plan, you will see the Start Point field
automatically advance for you.
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Main Menu
Distance
Specify the length of the line segment you wish to draw.
Direction
Specify the direction (Azimuth or Bearing) of the line segment you wish to draw. The easiest way to
do this is to use the right/left arrow buttons, which will increment/decrement the direction value by the
amount shown in the pulldown list below the arrows. You can select a common angle from the
choices in the list (90, 45, or 30 degrees), or you can type any value if you need to increment it by
some other amount.
Store
After you have defined the segment to add, press this to store the new point and line segment into
your Project.
Store+
This does the same as the Store button, but you will see the Store/Edit Point screen. Use this to confirm or view the coordinates, or to specify a description.
Point by Line Mode
This is the same as the Line mode, except that when you press Store or Store+ it will only store the
point, without drawing the line segment.
Arc Mode
Use the Arc draw mode to add arc segments to your figure.
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Start Point
Specify the start point for the new segment.
For starting a new plan, this should be set to an existing point in your Project, typically a corner that
you will begin drawing the plan from.
As you continue adding subsequent points/segments to your plan, you will see the Start Point field
automatically advance for you.
Direction
Specify the direction (Azimuth or Bearing) of the tangent in to the arc segment you wish to draw.
This will default to either the direction of the previous line segment or the tangent out of the previous
arc segment, so as long as your arc is tangential to the previous segment you will not need to change
this value.
Angle / Chord Length / Arc Length
Specify one of the three available methods to define your arc:
l
Angle: Enter the interior delta angle of the arc.
l
Chord: Enter the chord length of the arc.
l
Arc: Enter the arc length of the arc.
Radius
Specify the radius to define your arc.
Clockwise / Counter-Clockwise Arrows
Use the Right/Left arrow buttons to define whether the arc rotates clockwise or counter-clockwise.
Store
After you have defined the segment to add, press this to store the new end and radial points, and draw
the arc segment into your Project.
Store+
This does the same as the Store button, but you will see the Store/Edit Point screen. Use this to confirm or view the coordinates, or to specify a description.
Point by Arc Mode
This is the same as the Arc mode, except that when you press Store or Store+ it will only store the
points, without drawing the arc segment.
Connect Points Mode
This mode lets you draw lines/arcs by connecting points that already exist in your Project.
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Main Menu
Start Point
Specify the start point for the new segment.
For starting a new plan, this should be set to an existing point in your Project, typically a corner that
you will begin drawing the plan from.
As you continue connecting subsequent points to your plan, you will see the Start Point field automatically advance for you.
Line Type
Specify one of the five available methods to define your next figure segment:
l
l
l
l
l
Straight: this will draw a straight line between the specified Start Point and End Point.
Arc (CW): this will draw a clockwise arc between the specified Start Point and End Point, with
the specified Radial Point.
Arc (CCW): this will draw a counter-clockwise arc between the specified Start Point and End
Point, with the specified Radial Point.
Arc (3Pnt): this will draw an arc (clockwise or counter-clockwise) between the specified Start
Point and End Point, going through the specified intermediate Arc Point (any point directly on
the arc, does not need to be the midpoint).
Spline: this will draw a curvy line between the specified Start Point and End Point.
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Store / Store+
The Store and Store+ buttons are disabled for this mode, because new points are not being calculated
for your Project. The line or arc segment will be automatically drawn into your Project after you specify its parameters.
Undo
Press the Undo button to undo the last segment you computed, removing both the point and/or the
line segment (as appropriate) from your Project. You can undo multiple steps.
Note, there is no Redo function.
Close
Press the Close button to exit from the Draw Plan command, and you will be returned to the map
screen.
Delete Last Saved Point
Main Menu | Survey Tools | Delete Last Saved Point
Use this to delete the last point that was saved. When you delete a point, a record is written the raw
file indicating which point was deleted. You can only delete up to the last ten points that have been
stored.
When you select the undo command, you will be asked to confirm that you would like to delete the
last saved point.
Press Yes to undo.
Press No to cancel.
The point is now removed from the Project's map and database, but the original measurement data
remains in the raw file.
Raw File
Using the example from above, this is what you will see in the raw file.
SS,OP34,FP36,AR270.00000,ZE121.16010,SD2.5060,--TABLE
DP,PN36
The first line is the shot to point 36. The last line is a delete point record which is used to remove the
point from the database.
Raw File Viewer
Main Menu | Survey Tools | Raw File Viewer
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Main Menu
Use this button to open the raw file viewer. The raw file editor displays your scene's raw file and
allows you to review it in an easy to read grid. For reference on the different raw file record types that
FieldGenius uses you can refer to the Raw File Record Types topic for more information.
Edit Record
To edit a record simply tap the line in the raw file that has the record you want to edit. Then tap on the
edit button to start editing the record.
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Save Changes: When you press the Save Changes button you will see the Raw File Edit screen
which shows you the changes that will be made when you press the Yes button. Press No to cancel.
After you press yes, the record will be changed and we will also write the original one to the raw file as
a comment and it will be prefixed with the word "Edited".
Undo Changes: Undo will ignore your changes and return them to the original values.
Insert LS Record
The most common modification to the raw file is to insert a LS record. The LS record will be inserted
above the highlighted row and a comment will be written as well to indicate that it was inserted.
Insert Note Record
This will allow you to enter a comment. The comment will be inserted above the current line you have
highlighted in the grid.
Append Note Record
This will allow you to enter a comment. The comment will be appended to the end of the raw file.
Reprocess File
After you have made your changes you can re-coordinate the raw file so the changes are displayed on
the screen and saved in the project database.
Note:
When you re-coordinate the raw file it will process the whole file from beginning to
end. This means if you have changed the coordinate information for a point there is a
chance that it will be changed back to its original value if it was measured and recorded in the raw file.
Show Map
This will change the raw file viewer to a split-screen display with a map view of your scene on half of
the screen. When certain raw file records are selected, you will be shown the reference and backsight
points, and the selected measurement record will be highlighted on the map.
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Main Menu
Raw File Backup
When you open the Raw File Editor a copy of the original raw file will automatically be made and
saved in your project directory. The file will be named rawfile_bak#.raw, where the backup number
increments with every backup file that is made. If you need to undo the changes you can close your
project, re-open it and when the Review Project Files screen appears, use the raw file button to
choose the backup file to load.
You can also exit FieldGenius and use a text editor to manually edit the names of the files.
COGO History Viewer
Main Menu | Survey Tools | COGO History Viewer
When you use the COGO history command a viewer will open displaying the results of your COGO
calculations. This is a read only file and no changes can be made to it. The file is saved in your project
directory and is saved as CogoCalcs.txt
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Both the Traverse / Intersect and Inverse commands will save information to this file, as well as
Areas, Volumes, and various other calculations.
The size of the text can be set to normal or large using the "Use large info text" option in the program
settings.
Traverse Report
Main Menu | Survey Tools | Traverse Report
Use this to compute a traverse closure based on traverse points you've measured and recorded. The
traverse report scans your raw file for traverse records, which appear with a TR record type. You can
save your shot as a TR record by choosing the TR button when the Measurement Info screen
appears. TR records are also useful when you use the Setup Occupy Point function because your
last TR shot will now become the current setup point and the BS point will be set to the last setup
point for you automatically.
You can also balance your traverse using an angle, compass and vertical balance routine. See the
Traverse Adjustment topic for more information.
The following examples will show you the traverse scenarios that FieldGenius supports. The open triangles depict known or computed points. TR records indicate all the foresight shots that were measured and recorded, and the OC record indicate the points that were occupied. Finally, the BK record
indicates the point that was used for the initial backsight.
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Main Menu
Traverse Definition (Foresight Method)
If we use CASE 1 as an example the user first setup on point 1 and backsighted point 2. He then
foresighted and setup on points 3 to 5 and closed the traverse by recording one more TR record to
point 6. To compute the traverse report you go to the Main Menu / Survey and choose the Traverse
Report button. When selected, you will see the following screen.
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FieldGenius will automatically scan the raw file looking for the last TR foresight and the OC record
that was used to measure the last foresight. It will then search for any point within a 3 meter radius
and use it as the match or point that defines the original coordinates.
If more than one point is found in the 3 meter radius, it will use the one that is closest.
FieldGenius supports two closed traverse methods. Choose Foresight Point Closes Traverse if
you want to do a "Text Book" traverse closure. If you choose the Occupy Point Closes Traverse
method, FieldGenius will not use your last foresight observation and assumes that the original backsight and occupy points are fixed. Choosing this method will close the traverse on the original backsight point, not the original setup point.
When you press the View Report button you will see the traverse closure results.
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Main Menu
Total length
This is the total unknown legs that were measured in the field.
Segments
This is the total length traversed. Only unknown traverse legs will be added.
Horizontal Error
This is the horizontal closure and precision for your traverse. The closure direction is calculated from
the known point to your measured point. If there isn't enough data to compute the angular error you
will see the word "No Comparison" It also displays the delta northing and easting differences.
Vertical Error
This is the vertical error that is computed by comparing the elevations of the known point and measured closing point.
Traverse Definition (Foresight Method Bearing)
If we use CASE 3 as an example the user first setup on point 1 and backsighted point 2. He then
foresighted and setup on points 3 to 6 and closed the traverse by recording one more TR record to
point 7. To compute the traverse report you go to the Main Menu / Survey and choose the Traverse
Report button. When selected, you will see the following screen.
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FieldGenius will automatically scan the raw file looking for the last TR foresight and the OC record
that was used to measure the last foresight. It will then search for any point within a 3 meter radius
and use it as the match or point that defines the original coordinates. If more than one point is found in
the 3 meter radius, it will use the one that is closest. In the Foresight Bearing field, enter in a known
Bearing. When you press the View Report button you will see the traverse closure results.
Raw File
Several comments will be written to the raw file with the traverse report results for both Traverse
Definition types.
--Traverse Report
-- Total Length: 600.10'
-- Segments: 3
-- Foresight control point: 1
-- Occupy control point: 2
-- Horizontal Distance Error: 0.10' 286°13'38"
-- Horizontal Angular Error: 0°00'30"
-- Horizontal Precision: 1:5762
-- Vertical Distance Error: 0.00'
-- Vertical Precision: No Error
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Main Menu
Closing the Traverse (No Backsight Prism)
For closing the traverse, sometimes you may want to measure a closing angle and compare it to your
previous backsight point or to a user entered bearing. For the traverse closure we need to store a TR
record in the raw file and because of this a point needs to be computed. If you can't measure a distance to a prism you can use the Manual Distance Measure Mode which will record the plate reading
from your instrument and prompt you to manually enter in a distance. Type in an arbitrary distance
and a closing TR record will be computed.
Traverse Rules
l
l
l
l
l
All Measure Modes on the instrument toolbar, except for Sideshot (Auto Store), can be used to
create TR records.
The occupy point routine will be updated so the current setup is equal to your last TR shot, and
backsight is equal to your last setup. You also need to do a setup directly after you shoot your
TR record if you want to do "leap frog" traversing.
You can have multiple traverses in the same raw file. To start a new traverse, you need to
make sure the first setup point for the traverse isn't referenced in the raw file with a TR record.
The most current traverse that you're working on will be used in the traverse computations.
Only one TR record is allowed per setup.
If you're importing your project into MicroSurvey CAD or inCAD we will automatically recognize your traverse points and create Station "traverse" setup for you in the MicroSurvey CAD
or inCAD traverse file.
Traverse Adjustment
Main Menu | Survey Tools | Traverse Report
FieldGenius is capable of performing a traverse balance. You can adjust the traverse using a vertical,
angle or compass balance. You can select any one of the three adjustment types or apply all three of
them to the traverse.
The traverse routine uses traverse TR records in the raw file to define the traverse points that will be
used for the adjustment. Please refer to the Traverse Report topic for more information on creating a
traverse loop with FieldGenius.
When FieldGenius computes an adjustment it will write to the RAW file AP records with the new calculated coordinates for the traverse points.
FieldGenius will adjust the sideshots after you perform an adjustment. FieldGenius will scan the raw
file from the beginning and re-process all setups (OC records) and sideshots (SS records).
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Once you have completed your traverse and you would like to adjust it you need to do the following.
1. Define the closing points using the Traverse Report screen.
2. Compute the closure by pressing the View Report button.
3. Review the closure report confirming its validity.
4. Apply an adjustment using the Ang Bal, Vert Bal, or Comp Bal adjustment buttons at the bottom of the traverse report screen.
5. When you choose one of the adjustment types, you will be asked to confirm that you want to
go ahead with the adjustment.
6. If you press Yes in the step 5, FieldGenius will adjust the traverse points and create AP
records in the raw file. It will then re-process the raw file to re-compute the sideshots.
GNSS Local Transformation
Overview
Due to a variety of reasons, it may be necessary to adjust position coordinates for distortions which
can include scale, rotation, translation in northing and translation in easting. The flexibility of
FieldGenius's local transformation utility allows it to be used for a variety of applications and applied
to positions derived from GNSS or terrestrial observations. For GNSS applications there are two possible reasons for the need of a transformation:
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Main Menu
1. Translating from Local System to Plan System
GNSS receivers by default generate geodetic coordinates (latitude, longitude and ellipsoidal
height) and the process of converting to Cartesian coordinates (northing, easting and orthometric height) or local system is done with existing well defined map projection systems such
as Universal Transverse Mercator (UTM) or the State Plane Coordinate System (SPCS).
Selection of the map projection in FieldGenius is done within the Datum page of the GNSS
Configuration and a local zone is selected to minimize scale and meridian convergence distortion. Most land, boundary or property surveys are unique with regards to their generalized
plane and coordinate origin for each Project. The coordinate system for these surveys is often
referred to as a plan system with coordinate magnitudes being kept small for ease of recording
and calculations. The majority of Projects can suffice with a simple translation in northing and
easting to produce plan system coordinates from GNSS determined local system coordinates.
The translation is easily determined by comparing a plan system coordinate and a local system coordinated for a single point.
2. Consideration for Scale and Rotation
Projects with larger extents need to take into consideration the curvature of the earth's surface
which can be handled by the application of scale and rotation transformations plus the previously mentioned translations. In the case of mixing GNSS observations and terrestrial observations it does become important to apply a transformation, especially in scale, due to the fact
that there is a difference in distance between positions measured on the ellipsoid and the terrain surface. As seen in Figure 1, coordinates derived from GNSS are always referenced to the
surface of the ellipsoid as per the application of map projections. When the two points on the
ellipsoid are projected upwards along the ellipsoid normals onto the earth's surface, they
diverge, and a terrestrial distance observed between the points will be greater than the computed distance of the same two points on the ellipsoid. The effects of this zenith divergence
becomes more evident as distance between the two points becomes greater and for larger terrain heights above the ellipsoidal surface.
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Figure 1. Divergence of Ellipsoid Normals.
Transformation Concepts
In order for the transformation parameters to be resolved, a sufficient number of control points are
required with coordinates in both the plan system and local system. The determination of a four parameter transformation (two translations, scale and rotation) on a horizontal plane requires at minimum
two physical points with each having two sets of corresponding coordinates as illustrated in Figure 2.
Points A1 and B1 exist in what is termed the local system and are transformed into the plan system
points of A2 and B2. The use of more coordinate observations will provide redundancy and the means
to identify outliers for elimination. Solving for over constrained parameters is done with the application
of least squares to provide the most rigorous minimization of residuals. Once transformation parameters have been resolved, newly observed or existing coordinates can easily be converted to the
plan coordinate system.
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Main Menu
Figure 2. Horizontal Four Parameter Transformation.
The selection of control points for determining the transformation parameters are critical in reducing a
colinearity condition along a particular axis. Colinearity will present itself if the control points are concentrated in a linear fashion as shown in Figure 3 (Poor Design) and thus weaken the parameters in a
perpendicular direction. Control points should extend to the corners of the Project boundary and be
extended with equal distances in both horizontal directions.
Figure 3. Transformation Control Design.
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Vertical Transformation
The vertical transformation function of FieldGenius operates independently of the horizontal transformation. A sloped plane is calculated from the residuals of the constrained point pairs to determine a
vertical bias, slope in X and slope in Y. To determine a vertical bias at least one point pair must be constrained and for all three parameters to be determined at least three point pairs must be constrained.
The use of the vertical transformation function should be restricted to cases where a geoid model is
not available or there is a known problem with an existing geoid model.
Transformation Setup
Main Menu | Survey Tools | GNSS Local Transformation
Starting a new transformation, the following options will be available:
Modify Parameters
The Modify Parameters page allows the user to set the transformation method and parameters. This
is always the first step of any local transformation. See the Modify Parameters topic for more information.
Import Parameters
FieldGenius has the ability to read in a localization file (*.loc) to apply a previously used transformation to the current Project. Select this button and navigate to the desired .loc file to load it in.
There is no need to export the .loc file as it is automatically updated during the transformation routine.
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Reset Parameters
Use this option to reset any previously applied transformation parameters. This cannot be undone.
NOTE: Depending on what the user specifies at the "Modify Parameters" page, additional options
may become available:
Modify Control
Only applicable for a "Similarity" method where the parameters are calculated by matching up control
points. This option can be used to add, edit or delete control pairs used for the calculation of the transformation parameters. See the Modify Control topic for more information.
Adjust GNSS Points
When the transformation parameters are finalized, this option can be used to update the coordinates
of every GNSS measured point in the database. The transformation parameters are always applied to
the original Lat/Long of the measured point, to compute the adjusted grid coordinates.
Modify Parameters
Main Menu | Survey Tools | GNSS Local Transformation | Modify Parameters
The first step of a transformation is to specify the method to use: None, Similarity or Helmert.
Depending on your selection, different input will be required.
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None
For this method, the only input required are the Scale Parameters.
Similarity Method
Similarity transformation parameters can be calculated from control points, or manually defined:
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Calculate Using Control - Requires control points to be measured with GNSS.
- An option exists to Calculate Slopes. This option should only be used if you do not have a
geoid model to use for your vertical datum and you need your transformation to align well with
the orthometric heights of your local control points. Use this feature with care as it can cause
distortions in your elevations if it is used incorrectly.
- An option exists to Calculate Scale. Disabling this option will ensure that no scale is calculated from the control points and the user may want to enter a pre-determined scale in the
Scale Parameters section. When this option is enabled, the Scale Parameters should not be
manually defined.
Manually Define - Requires previously determined transformation parameter values. The user
enters the Origin and Translate Point coordinates, Rotation, Scale Factor, Height Translation
and Slopes.
Main Menu
Helmert Method
This method allows the user to manually enter the 7 Parameters of a Helmert Transformation (Translation X, Y and Z, Rotation X, Y, and Z, and Scale). These parameters will usually be pre-computed
and/or published.
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Scale Parameters
The Scale Parameters can be:
1. User Defined - Manually enter the Grid Factor and Elevation Factor to determine the Combined Factor.
2. Select From Database - Pick a point from the database that was already measured with
GNSS and stored. The Combined Factor of the point will be calculated.
3. Measure GNSS Position - Use the current position of the rover to calculate a Combined
Factor.
NOTE:
In all cases the entered or calculated Combined Factor will be the inverse of the Combined Factor typically seen published or otherwise calculated.
The standard expression of the typical Combined Factor is:
Grid Distance = Ground Distance * Combined Factor.
We can refer to this as the "Ground to Grid" factor.
FieldGenius expects the "Grid to Ground" Combined Factor, which is the inverse of
the typical Combined Factor.
NOTE: The transformation parameters are immediately applied to your current position and written to
the Project's *.loc file when you confirm the values with OK.
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Modify Control
Main Menu | Survey Tools | GNSS Local Transformation | Modify Control
Use this option to Add, Edit and Delete control points used to calculate the Similarity Transformation
parameters.
Add Control
Pick Add Control to match a Local Control point with a GNSS Control point. Control points can be
matched 1D, 2D or 3D.
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The Local Control section only allows the user to select an existing point from the database.
The GNSS Control section allows the user to select an existing point from the database (must
have been previously measured with GNSS) or to measure a position which can then optionally be added to the database.
Main Menu
Edit Control
Select a row and then pick Edit Control to modify any component of a matched pair. For example,
after reviewing the residuals of all the control points, it may be necessary to change a 3D match to a
2D match. The calculated parameters are immediately updated.
Delete Control
Select a row and then pick Delete Control to completely remove a control pair from the list. The calculated parameters are immediately updated.
Continue to add/edit/delete control until you are satisfied with the residuals. When done; press the
OK button to take you back to the main GNSS Local Transformation dialog.
NOTE: The transformation parameters are immediately applied to your current postion and written to
the Project's *.loc file when you confirm the values with OK.
To complete the transformation and update previously measured GNSS points, pick the Adjust
GNSS Points option.
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Bolt Patterns
Main Menu | Survey Tools | Bolt Pattern
This routine allows you to create or edit point patterns, and apply them to existing points in your project. This is useful for creating drill holes for bolt patterns, pillar columns, etc.
Note
The *.pattern data files are completely interchangeable between both FieldGenius and
MicroSurvey CAD or inCAD, so any patterns created in one program can be edited or
used in the other.
Pattern Toolbar
When you start the Point Pattern command, you will see the Pattern Toolbar along the bottom of your
map screen.
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Insert Pnt
Specify the point ID for an existing point in your project, either by typing in its point ID, or by tapping
on a point in the map screen to select it when this field has focus.
The selected point will be highlighted in the map view with a large red point, and the current pattern
will be previewed with smaller green points.
Direction
Use this to specify a direction value for your pattern. The default direction of N0°00'00"E will orient
the pattern exactly as it was defined.
To orient your pattern along any arbitrary line between two existing points, enter those two points
using the pt#..pt# format like 1..2 and the direction between those two points will be automatically calculated for you. The pattern's X-axis will be applied along this direction.
Load Pattern
Press this button to load a previously saved *.pattern file.
Edit Pattern
Press this button to edit the currently loaded pattern, or to create a new pattern if you have not loaded
one. Please see below for more information on the Pattern Editor.
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Insert Pattern
Press this button to apply the currently pattern to the selected insertion point. New points will be
stored in your project at the coordinates, as previewed by the green pattern points. All inserted points
will be created with the description "Pattern", and with the same elevation as the selected insertion
point.
To insert a pattern onto multiple points, simply change the insertion point and insert the pattern onto
each point one-at-a-time as desired.
Pattern Editor
When you press Edit Pattern on the Pattern Toolbar, you will see the Pattern Editor screen.
Enter the X and Y offset values for your pattern as desired. As you enter the points, they will be previewed in the grid, which will automatically zoom to the extents of your pattern. Please see the
Distance Entry & Recall topic for options on entering the offset values in various units.
The 0,0 origin will always be located at the selected Insertion Point, so a point should not be included
in your pattern at 0,0. You can also rotate the pattern into any orientation on the Pattern Toolbar (see
above), so you do not need to create different variations of the same pattern to insert it in different orientations.
Press the Delete Point button to remove the selected X,Y offset from the pattern.
Load Pattern
Press this button to load a previously saved *.pattern file.
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Main Menu
Save Pattern
Press this button to save the current pattern to disk.
This will always do a "Save As" type save, so you can specify a new filename, or select any existing
pattern file to overwrite it with the changes. You will always be prompted for confirmation before overwriting an existing pattern file.
New Pattern
To create a new pattern, simply delete all of the existing points from the current pattern. When you
press the Save Pattern button you will always be prompted for a new filename, so you will not lose
the previous pattern.
Close
Press this button to close the Pattern Editor and return to the Pattern Toolbar. If you have not saved
the current pattern, you will be prompted to confirm this before discarding your changes.
Add Raw File Note
Shortcut Key - X
At any time you can enter a note that will be recorded to the raw file. Simply press the X key on your
keyboard device which will open the Enter Comment dialog. Enter a comment that you want appended to the end of your raw file. You are limited to 99 characters.
If you view your raw file your comments will appear as shown in the following example.
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--This is a comment
You can also enter comments into the raw file by using the Raw File Viewer.
View Averaged Points
Main Menu | Survey Tools | View Averaged Points
Please see the Point Averaging topic for more information.
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Calculations
Main Menu | Calculations
The calculation menu contains calculation based functions that can be used to compute points, lines
and other data.
Inverse
Use this to inverse between points. Please see the Inverse topic for more information.
Traverse / Intersection
This will open the Traverse / Intersect toolbar. You can enter in directions and distances and perform
common intersections such as bearing / bearing, distance/distance and many more. Please see the
Traverse / Intersection topic for more information.
Offset Intersection
Use this to compute points that are located at computed intersections and offsets. This is essentially
a bearing-bearing intersection, but you can specify offsets. Please see the Offset Intersection topic
for more information.
Station / Offset
Use this to compute points at pre-defined stations and offsets. You can also use this to display the
station and offset of existing points. Please see the Station / Offset topic for more information.
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Rotate / Translate / Scale
Use this to compute coordinate shifts based on rotation, translation and scale parameters. Please
see the Apply User Defined Parameters topic and the Apply Control Calculated Parameters topic for
more information.
Curve Calculator
Use this to open a curve calculator. You define the values that you know, enter them, and then the
remaining unknowns will be computed. Once you compute these values you have the option of storing the PT and Center points. Please see the Curve Calculator topic for more information.
Area Calculator
Use this to compute areas using points or lines in your project. You can also use this to compute predetermined areas. Please see the Area Calculator topic for more information.
Triangle Calculator
Use this to compute a triangle solution using known angles or distances. Please refer to the Triangle
Calculator topic for more information.
Coordinate Calculator
Use this tool to help you convert Geodetic coordinates to Cartesian coordinates. Please refer to the
Coordinate Calculator topic for more information.
Scientific Calculator
Use this to display the RPN calculator. Please see the Calculator topic for more information.
Inverse
Main Menu | Calculations | Inverse
This command will calculate for you the inverse between two points. It will display the horizontal /
slope distance, direction, vertical distance and slope between the two points. You do not need to
have a line drawn between the points to use the inverse command.
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Main Menu
A large font can be set for the results toolbar and COGO results. Please refer to the Options topic for
more information.
All Inverse information is saved in the COGO History file called CogoCalcs.txt located in your Project
folder. Please refer to the COGO History Viewer topic for more information.
Traverse Inverse
Function
1. Start the inverse command and make sure the Traverse Inverse and Line options are selected.
2. Enter or choose the first point to calculate from, and press your enter key to continue on to the
next point.
3. Now you can choose or enter the second point and press your Enter button to compute an
answer.
4. The inverse information will be displayed in the results toolbar.
5. In the COGO history you will see the following information for the two points:
------------------------------INVERSE
------------------------------PNT 44 to 8 (HD 1352.84' @ NA 323°48'03.1") SD 1353.39' GR -2.85' VD 38.51' AR 323°48'03.1"
Your first inverse will calculate a right angle from north to the direction you inversed.
Multiple Lines
After you have specified two points, you can continue inversing from point to point. You should notice
that the point id previously in the 2nd point field will move to the 1st point field, and the cursor will
remain in the 2nd point field allowing you to quickly enter in your next point.
If you continue inversing from point to point, the angle right will not be referenced to north, but the last
leg you inversed. Essentially this is computing a clockwise angle between the current and last legs
you inverse.
Perimeter Distance and Area
If you close back to the first point, a perimeter distance and enclosed area will also be computed.
Radial Inverse
You can compute radial inverses from a point.
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Function
1. Start the inverse command and make sure the Radial Inverse and Line options are selected.
2. Enter or choose the 1st point to calculate from, and press your enter key to continue on to the
next point.
3. Now you can choose or enter the 2nd point and press your Enter button to compute an answer.
4. The inverse information will be displayed in the results toolbar.
5. You can now continue computing radial inverses. The 2nd point field will remain activated
allowing you to continue entering point numbers.
Radial Arc
You can compute the curve information for an arc defined by three points, PC (start), Radius Point,
and PT (End)
Function
1. Start the inverse command and make sure the Rad Arc button is turned on.
2. Enter or choose the starting point for the arc in the Start field, and press your enter key to continue on to the next point.
3. Enter or choose the radius point in the Arc field, and press your enter key to continue on to the
next point.
4. Enter or choose the end point for the arc in the End field, and press your enter key to compute
an answer.
5. The inverse information will be displayed in the results toolbar.
Three Point Arc
You can compute the curve information for an arc defined by three points along the arc.
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Main Menu
Function
1. Start the inverse command and make sure the 3 Pt Arc button is turned on.
2. Enter or choose the starting point for the arc in the Start field, and press your enter key to continue on to the next point.
3. Enter or choose the point that falls on the arc in the Arc field, and press your enter key to continue on to the next point.
4. Enter or choose the end point for the arc in the End field, and press your enter key to compute
an answer.
5. The inverse information will be displayed in the results toolbar.
Traverse / Intersection
Main Menu | Calculations | Traverse / Intersection
FieldGenius includes a powerful COGO function that allows you to compute new points. The toolbar
allows you to specify the solution type, point numbers, directions and distances. When you enter
enough information to compute a solution it will be draw visually on the screen. Pressing the Store
Pnt button will store the point that you just solved.
Input
You can type in the point ID, or select a point by tapping on the map screen.
The direction and distance fields support the direction and distance recall features.
If you are measuring distances with a Leica Disto, just double tap in the distance field and choose the
"Disto Observation" option.
Disto Distances
If you have a Leica Disto, you can send distances back to the distance edit fields. Simply double tap
the distance field and select "Disto Observation" which will then set FieldGenius in a "waiting" mode.
Take the measurement with the Disto, press the Bluetooth icon on the Disto, and the measured distance will be accepted by FieldGenius.
Calculator
You can open our calculator by double-tapping the Direction or Distance fields then pressing Calculator on the Keypad screen.
Information
You can review the results of your calculation by pressing the "i" information button. For intersections
with multiple solutions, the results of both solutions will be displayed.
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Solution Methods
Method: Traverse
The traverse method allows you to define a direction and distance that you want to traverse. After you
solve your point and store it, it will become the new start point.
Method: Direction - Distance
This will compute two solutions based on the values you input. To store the solution, simply press the
Store Pnt button which will ask you what solution to use, in this case either A or B.
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Main Menu
Method: Direction - Direction
Use this to compute a new point by computing an intersection using directions. After you enter your
known values a solution will be displayed on the screen. To store the solution, simply press the Store
Pnt button.
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Method: Distance - Distance
Use this to compute a new point by computing an intersection using distances. This will compute two
solutions based on the values you input. To store the solution, simply press the Store Pnt button
which will ask you what solution to use, in this case either A or B.
Method: Interior Angle Traverse
Use this to compute a new point by turning an angle from another point. Enter the current (setup) and
previous (backsight) points, then the interior angle and the distance. Positive angles will be interpreted as angle right; if you want to turn an angle left, enter the angle as negative. To store the solution, simply press the Store Pnt button. After the point is stored, the points will automatically leapfrog
so you can continue traversing by just entering the next interior angle and distance.
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Main Menu
COGO Results
Every calculation you make is written to the file called CogoCalcs.txt located in your Project folder.
Please see the COGO History Viewer topic for more information.
Offset Intersection
Main Menu | Calculations | Offset Intersection
Use this function to compute a point at specified offsets from an implied bearing-bearing intersection
calculated from two existing points as shown.
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When you start the command you will see the offset intersection toolbar appear towards the bottom of
the main interface. Use the point chooser to select the points that you want to use to define your directions. Offsets are computed positive to the right and negative to the left looking in the direction of
the bearing you entered. You can use angle and distance recall features to help you compute your
answer.
Function
1. Use the point chooser to select a point or manually type one in that defines the beginning of the
bearing.
2. Enter a direction in the Angle/Dir field.
3. Enter an offset if needed. You are not required to enter an offset so the field can be left blank.
4. Repeat for the second point the first three steps.
5. Press the green checkmark to save your point. It will save the point using the Store / Edit
Points function.
Station/Offset
Main Menu | Calculations | Station/Offset
This routine allows you to calculate and draw points and/or figures, offset from other existing points,
figures, or DXF entities in your project. You can calculate points on a line or down and out from a line,
or offset complete figures.
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Main Menu
Selection Mode
Press the "Select Line" button to go into Selection Mode. You will also automatically go into Selection
Mode if a line is not yet selected when you start this command.
Whichever Selection Mode you use, the selected line will be highlighted in red in the map screen
along with a direction indicator. If necessary, you can press the Switch Direction button to reverse
the start and end of the selected line. Press OK to accept the selected line and proceed to the next
step.
Selection Mode: Figure/DXF
Pick this mode to select an existing figure or DXF entity by selecting the desired figure from the map
screen. You can select any of the following:
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Figures containing lines and/or arcs (but not curvy splines)
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DXF lines, arcs, and/or polylines (but not splines, splined polylines, or fitted polylines)
Selection Mode: Figure Segment
Pick this mode to select an individual line or arc segment from a complex figure, by selecting the
desired segment from the map screen. You can select any of the following:
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a line or arc segment from a Figure (but not a curvy segment)
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(line or arc segments from a DXF polyline cannot be selected)
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Selection Mode: Define Points
Pick this mode to select points in your project to define a line or arc. You can define the following line
types:
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Straight Line: select a Start Point and End Point
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Arc (CW): select a Start of Curve Point, Radial Point, and End of Curve Point
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Arc (CCW): select a Start of Curve Point, Radial Point, and End of Curve Point
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Arc (3Pnt): select a Start of Curve Point, Point on Curve, and End of Curve Point.
Offset Point Mode
Use this mode to calculate a point measured Down and Out from the selected line.
After selecting a line using any of the above Selection Modes, pick this mode and enter the Station/Offset distances and the offset direction (left or right, looking down the line).
The calculated point will be previewed in green in the map screen. Press the Save button to store this
point.
Station Point Mode
Use this mode to calculate the Down and Out distances to a selected point, and to calculate a perpendicular intersection point on the selected line.
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After selecting a line using any of the above Selection Modes, pick this mode and select the Offset
Point by either typing in its Point ID or by selecting it from the map screen when the Offset Pnt field
has focus.
The selected point will be highlighted in red in the map screen, and its Station/Offset distances from
the selected line will be displayed.
A perpendicular intersection point on the line will be calculated and previewed in green in the map
screen. Press the Save button to store this point.
Line Mode
Use this mode to draw a new line or figure, offset from the selected line.
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After selecting a line using any of the above Selection Modes, pick this mode and enter the distance
and direction (left or right looking down the line, or both sides).
The offset line will be calculated and previewed in green in the map screen. Press the Save button to
store this line. When a line is saved, points will be automatically stored at the start and end points, arc
radial points if applicable, and polyline vertex points if applicable.
Rotate/Translate/Scale Points
Apply User Defined Parameters
Main Menu | Calculations | Rotate/Translate/Scale | Apply User Defined Parameters
Use this to rotate, translate and scale a point or group of points by entering the parameters. When this
command is used notes will automatically be written to the raw file indicating what parameters were
entered by the user. Coordinates that are updated with the RTS command will be recorded in the raw
file with AP (Adjusted Points) records.
The RTS command has the three options located on separate screens. The user can specify more
than one option at the same time, for example you could rotate a group of points by 45° CW, then
translate them 25' east. This can be done in one operation, instead of two separate ones.
All of the fields have extended edit functionality. On the direction or distance fields, if you double tap
them you will see a popup menu. From there you can start the calculator or use the inverse command.
When using the inverse option, simply type the two numbers for the inverse, then press the ESC key
to automatically copy the value that was computed during the inverse.
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Main Menu
The RTS function can also be accessed from the coordinate database. Accessing it from there allows
you to select your points form the list which in some cases might be easier than entering a point
range.
Rotate: Simple Angle
This is the simplest form of rotating your points. Specify the base point for the rotation, and a rotation
angle.
Rotation Base Point
Use this to specify the pivot point for the rotation. You can select the point by double tapping in the
edit field. Use the point chooser to select the point form the map, or simply enter the point number.
Rotation Angle
Specify the desired rotation in degrees, minutes seconds (or whatever your project units are set to).
You can also use the direction recall feature and enter #..# to inverse between two point numbers.
Rotate: Azimuth Difference
This allows you to define two azimuths, usually used to compute the angle needed to rotate a group of
points to match a field azimuth to one from a plan.
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Rotation Base Point
Use this to specify the pivot point for the rotation. You can select the point by double tapping in the
edit field. Use the point chooser to select the point form the map, or simply enter the point number.
Original & Destination Direction
Specify the desired rotation in degrees, minutes seconds. Depending on your project units, you will
be entering either a bearing or an azimuth. You cannot use the direction recall feature such as #..#.
Instead use the inverse command that appears when you double tap the field.
Translate
Use this option to specify a shift to a point or group of points. The translation is separated into three
groups, shift from point to point, shift by coordinate change and shift by direction and distance. In
most circumstances you will only need to use one of the three types, but you can use them in conjunction with on another if you need to.
For example, you could specify that the points are to be shifted by coordinate difference between
points 10 and 20, then shifted again to the east by 50 feet.
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Original & Destination Points
These work in conjunction with one another. The difference in coordinates to get from one point to the
other is calculated and added to all points. You can use the point chooser to select your points or
simply type the points in the fields. The horizontal differences in the northing and easting is computed
and applied to the points being transformed. The elevation of the points will remain unchanged.
Add Northing, Easting, Elevation
Any one or combination of these shifts can be applied. Simply input the value for each shift in the
appropriate fields. Both negative and positive values are valid.
Add Direction and Distance
Define the shift by direction and distance. The coordinate shift in Northing and Easting will be calculated using the direction and distance you enter in the fields. If desired you may apply two shift components at the same time. For example, shift your selection of points by Direction and Distance, but
also add 100.00 to the elevation. You can use angle and distance recall features to help you compute
your answer.
Scale
You can scale a group of points using the scale option.
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Scale Base Point
This will be the base point for the scaling and all points selected will be scaled from this point. You
can enter the point number in the field or use the point chooser to select the scale point.
Scale Factor
Use this to specify the scale to apply to your selection.
Adjust Points
Once you've specified your options and parameters, press the Adjust Points button to apply to your
coordinates. Once you press it, you will see a screen that will allow you to specify which points you
want to apply the calculation to.
Restore Points
After you adjust a group of points with the RTS command, you have the option of undoing your
changes and restore the points back to their previous coordinate values. You can only undo the last
operation that was done. Also if you close FieldGenius, the restore coordinate values are not saved.
Reset All Parameters
After the RTS command is used, if you start the command you will see a message "Reset All Parameters?" If you choose yes, then FieldGenius will restore all the RTS fields back to their default settings. If you choose no, then your previously inputted data is retained.
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Apply Control Calculated Parameters
Main Menu | Calculations | Rotate/Translate/Scale | Apply Control Calculated Parameters
Use this to rotate, translate and scale a point or group of points by matching up control points. When
this command is used notes will automatically be written to the raw file indicating what parameters
were entered by the user. Coordinates that are updated with the RTS command will be recorded in the
raw file with AP (Adjusted Points) records.
Adding Control
Pick “Add Control” to add a control pair.
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Confirm the Control type (2D or 3D, or none) by selecting the “Apply Horizontal” and “Apply Vertical”
checkbox options. Pick the “Select” option for Source Control Point selection and Destination Control
Point selection. The standard Point Picker tool is opened to enter or select the point.
Editing Control
Select a control pair, then pick “Edit Control” to edit the control pair. The resulting dialog allows the
user to modify any of the parameters of the control pair.
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Deleting Control
Select a control pair, then pick “Delete Control” to delete the control pair. A confirmation screen is
presented.
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Resetting Control
Pick “Reset Control” to remove all control pairs. A confirmation screen is presented.
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Viewing Transformation Parameters
Pick “View Parameters” to view the calculated parameters of the transformation, and to toggle the
application of the calculated scale factor. By default the scale will not be calculated.
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Adjusting Points
Pick “Adjust Points” to apply the calculated parameters to points in the project. The Point Selection
dialog allows the user to pick the option to transform points measured with total station. This option
will scan the raw file to extract all Point IDs that were observed with a total station. In addition (or
instead), the user can enter the point(s) to be transformed.
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Additional Notes
1. From the main “Transformation Control” screen, the OK menu option will save the current
state of the entered parameters and then exit to the Map Screen. The Cancel menu option will
not save any changes made since the current instance of the routine was started.
2. The program saves the values of the point coordinates at the time they were added as control.
After points have been adjusted, the parameters that are stored will not be updated with the
new coordinates, and as such they can become “stale”. This is to allow transforming additional
points with the original parameters. When point coordinates have changed, the program will
alert the user of the modified coordinates. If additional control will be added to re-calculate a
transformation, it is best to use the “Reset Control” option and re-add all the control pairs.
Curve Calculator
Main Menu | Calculations | Curve Calculator
FieldGenius includes a curve calculator that can be used to check curve data and also compute and
curve points.
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Main Menu
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. If you want to store points, you need to define the PC point. You can enter the point id or use
the point chooser.
4. You also need to define the PC Tangent direction, so FieldGenius knows the orientation of the
curve.
Store Points
Once you have computed your curve data, you have the option of storing the PT and Center points.
When you press either button you will see the store and edit screen.
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Area Calculator
Main Menu | Calculations | Area Calculator
The area calculator is used to compute areas as well as predetermined areas.
When defining the boundary area, you can select points, lines and arcs from the map, or type the
point numbers in manually. Lines and points from DXF files are also valid and can be selected using
the Define Area toolbar.
Defining an Area
Define Area Toolbar (Points)
Select Point
The define area toolbar is used to help you define an area. If the first button is set to Select Point, the
toolbar is in "point selection" mode and will only accept points picked from the map or point numbers
that are typed in. This button acts as a toggle and will toggle between Select Point and Select Line.
Line
If you are defining a straight segment, then you should leave the Line button turned on. Simply select
two points from the map, or enter the point numbers manually.
Rad Arc
Use this to define a curved segment where you know the start, radius, and end points. You need to
first pick the start of the arc, then press the Rad Arc button to define the radius point. After doing so,
the program will automatically switch back to the Line segment type which at that time you should
select the end of the arc.
3 Pnt Arc
Use this to define a curved segment where you know three points on the arc. You need to first pick
the start of the arc, then press the 3 Pnt Arc button which will allow you to define two more points on
the arc for a total of three points. The program will automatically switch back to the Line segment type
after the third point is selected.
Remove Previous
Use this to remove segments that were defined for the area boundary. This will remove the segments
one at a time starting with the last segment that was defined.
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Main Menu
Define Area Toolbar (Line)
Select Line
The define area toolbar is used to help you define an area. If the first button is set to Select Line, the
toolbar is in "line selection" mode and will only accept lines picked from the map. This button acts as
a toggle and will toggle between Select Point and Select Line.
Switch Direction
Since this routine accepts FieldGenius figures as well as DXF entities, at times you need to switch
the direction of a DXF line so that it matches the direction that you are traversing around to define the
area boundary. As you select lines from the map you will see a red marker appear at the end of the
line.
Remove Previous
Use this to remove segments that were defined for the area boundary. This will remove the segments
one at a time starting with the last segment that was defined.
Enclosed Area Calculation
To compute an area you need to make sure you have the Calculate Area tab selected. You can then
press the Define Area button to define the boundary that will outline the area perimeter. It is important to note that you are not required to "close" the area by selecting the original starting point.
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The green marker indicates the start of the area perimeter, whereas the red marker indicates the last
point on the perimeter. When ready to compute the area, simple press the exit button (red X) on the
Define Area toolbar.
Determine Area (Predetermined)
FieldGenius can compute predetermined areas using the Hinge or Parallel Methods.
The Hinge Method allows you to specify a fixed point that the new boundary should hinge from.
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Main Menu
The Parallel Method helps you compute the location of a new boundary using a user entered direction,
usually parallel to one of the fixed sides.
Hinge Method
The first thing you need to do when using the hinge method is define the fixed sides of your boundary.
Once you do this, on the determine area screen you can enter the predetermined area amount you
want to compute a solution for, plus define what point is fixed and is to be used as the hinge point.
The start and finish points (markers) are represented using a green and red circle marker. You can
always press world button on the Display toolbar which will place text labels next to the start and finish points.
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Main Menu
FieldGenius will compute the new boundary so that it intersects the boundary segments connected to the start and finish points that were defined.
In the example below, the original left side of the lot now has two segments that define it. In this
example, the solution would have to intersect the boundary segments from (108 - 9001). If we use the
same predetermined area parameters as above, FieldGenius will not be able to compute a solution
because the solution does not intersect the segment between (108 - 9001). It actually would intersect
the line from (9001 – 109).
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However if we increase the predetermined area amount from 10000 to 12000, a solution can be computed because the solution can now intersect the segment between point 108 and 9001. If you did
want to use an amount of 10000, all you would need to do is change the start point from 108 to 9001.
Parallel Method
The first thing you need to do is define the fixed sides for your area. It is important to note that
FieldGenius will try to compute the new boundary so that it intersects the segments connected to the
start and finish points that you define.
The start and finish points (markers) are represented using a green and red circle marker. You can
always press world button on the Display toolbar which will place text labels next to the start and finish points.
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Main Menu
Once a solution has been found you can always preview it by pressing the Map View button.
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As mentioned above, FieldGenius will compute the new boundary so that it intersects the
boundary lines connected to the start and finish points that were defined.
In the example below, the original left side of the lot now has two segments that define it. In this
example, the solution would have to intersect the boundary segments from (108 - 9001) and from (46 62). If we use the same predetermine area parameters as above, FieldGenius will not be able to compute a solution because the solution does not intersect the two segments.
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Main Menu
However if the direction for the boundary is changed to 130°, and the area amount changed to 7000, a
solution can be computed because the solution intersects the two segments connected to the start
and finish points.
If you did want to keep the same area amount and direction, all you would need to do is change the
starting point.
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Storing a Solution
When you have a solution that you want to store simply press the Save Point button or buttons
depending on the solution method you used. If you used the parallel method you will have two solutions to choose from. You can switch to the Map view and turn the World button off if you want to see
some temporary text labels next to the computed solution points.
Triangle Calculator
Main Menu | Calculations | Triangle Calculator
The triangle calculator can be used to solve unknown sides or angle of a triangle given three know
components.
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Main Menu
You first need to select a Method for the triangle calculation. There are 5 methods available to choose
from and you can decide what method to use based on your known triangle components.
l
Side-Side-Side: Use this when you know the length of the three sides of a triangle.
l
Angle-Side-Angle: Use this when you know two angles and the distance between them.
l
l
l
Side-Angle-Angle: Use this when you know two angles and one side. The know side must
not lie in between the two known angles.
Side-Angle-Side: Use this when two sides and the angle between them are known.
Side-Side-Angle: Use this when two sides and one angle that is not between the known
sides are known. This method will produce two solutions.
After you choose the solution method and enter the known components of the triangle, press the
View Results button to complete the calculation.
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Coordinate Calculator
Main Menu | Calculations | Coordinate Calculator
The coordinate calculator is used to convert Geodetic coordinates to Cartesian coordinates and vice
versa. You can also use it to convert ellipsoid heights to orthometric heights if you have defined a
geoid.
Define Coordinate Systems
Press the Select Coordinate Systems button to select the coordinate system and geoid you want to
use.
In the following example the user chose to convert between UTM NAD83 Zone 11 to Lat and Long
WGS 84. Also at the same time the elevation is being converted from an ellipsoid height to an orthometric height using the Canadian HT2.0 geoid.
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Main Menu
Convert Coordinate
Once you've defined the coordinate systems you want to convert between you can then enter some
numbers.
Press the Convert button to make the computation.
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Information
Press the information button to see details about the coordinate system such as grid scale, and convergence angle.
Scientific Calculator
Main Menu | Calculations | Scientific Calculator
FieldGenius includes an RPN (Reverse Polish Notation) Calculator. RPN Calculators (such as the
HP48) are stack based, where values are popped from a stack, and the results of the calculation are
pushed back onto the stack. This type of calculator may seem foreign at first, so several examples of
its use are included below.
The calculator can be launched several ways:
1. By tapping inside certain numeric entry fields to directly open the Calculator. This will copy
whatever value is currently in that entry field into the calculator's command line, and the calculated value can then be automatically copied back into the field which the calculator was
launched from. 2. By tapping inside most text and numeric entry fields to open the keypad, and then tapping the
"Calculator" button on the keypad. This will copy whatever value was currently in that entry
field first into the keypad and then into the calculator's command line. The calculated value
can then be automatically copied back into the keypad and then to the field which the calculator was launched from.
3. It can be launched from the map screen using its Keyboard Shortcut (default is the F key).
4. Or it can be launched through the menu system.
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Main Menu
The Stack
The stack is a series of memory storage locations for numeric data. Each location in the stack is
called a Level. There are a maximum of 20 Levels available in the Stack.
As you push new values on the stack, the stack grows to accommodate them: the new data moves
into level 1, and older data is pushed to a higher level. Data in level 1 will move to level 2, data in level
2 to level 3, and so on. Any data in level 20 will be bumped off the stack if new data is added, and is
unrecoverable. As you pop data off of the stack, the number of levels decrease as data is automatically bumped down to lower levels.
The stack display always shows levels 1 to 5, and you can use the scroll bar to view the other levels
up to level 20.
The Command Line
The command line is where you enter or edit data. You can enter up to 20 characters in the command
line.
The command line is closely tied to the stack. You use it to enter or edit data and then process it, and
the results are pushed onto level 1 of the stack.
Function
Numeric Entry
You can enter values using the keys provided on the calculator or use the numeric keys on your keyboard.
[ 0 ] - [ 9 ] - Types numeric data into the command line
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[ ← ] - Types a backspace into the command line. You can also use the Backspace key on your keyboard.
Stack Operations
Functions are available to help you manipulate data that is currently stored in the stack.
[ EDIT ] - Pops data from level 1 of the stack into the command line, bumping all other data down one
level.
[ SWAP ] - Switches positions of the data in levels 1 and 2 of the stack. Or you can highlight a level
on the stack and pressing the Swap button will move the value to level 1.
[ CLEAR ] - Deletes all data from the stack.
[ DROP ] - Deletes the data in level 1 of the stack, bumping all other data down one level.
[ ENTER ] - Pushes data from the command line into level 1 of the stack, bumping all other data up
one level. You can also use your keyboard's Enter key.
The Shift Button
[ SHIFT ] - This is used to show the reverse functions of each operation.
When the shift key highlighted in grey, it indicates that the shift key is currently depressed, press it
again to un-shift
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Main Menu
The OK/Cancel button
[ OK ] copies the value in level 1 of the stack back into the either the keypad or the numeric entry field
which was double-tapped to launch the calculator, and closes the calculator.
[ Cancel ] closes the calculator, without copying the data anywhere
Note:
All data will remain on the Stack, and will be available the next time the calculator is
re-started. On Exiting from FieldGenius, all data on the stack is written out to a file
called CalcStack.bin and will be automatically re-loaded when FieldGenius is re-started.
Converting Units
[ METER ] , [ FEET ] , [ FTUS ]
Assigns a linear unit to the data in the Command Line, and places it on the Stack. If the Command
Line is empty, then the unit is applied to the data currently in Level 1 of the Stack.
[ DEG ] , [ RAD ] , [ GRAD ]
Assigns an angular unit to the data in the Command Line, and places it on the Stack. If the Command
Line is empty, then the unit is applied to the data currently in Level 1 of the Stack.
Note:
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You do not need to press enter before pressing a unit button, it will automatically
move whatever data is in the Command Line into Level 1 of the Stack.
Example: determine the metric equivalent of 15 feet:
[1][5] [FEET] [METER]
1: 4.572_m
Example: determine the gradient equivalent of 45 degrees:
[4][5] [DEG] [GRAD]
1: 50_grad
Basic Mathematical Operations
[+],[-],[x],[/]
Performs a mathematical operation on the data in Level 1 and Level 2 of the Stack, or on Level 1 and
the Command Line.
Note:
You do not need to press [ENTER] before pressing a math button, it will automatically
move whatever data is in the Command Line into Level 1 of the Stack.
Example: determine the sum of 2 + 3
[2] [ENTER] [3] [+]
1: 5
Advanced Mathematical Operations
Note:
You do not need to press [ENTER] before pressing a math button, it will automatically
move whatever data is in the Command Line into Level 1 of the Stack.
[ P>R ] , [ R>P ]
Convert data between Polar and Rectangular notation
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Main Menu
Example: Convert 206 feet at 14° to Rectangular components.
[2][0][6] [ENTER] [1][4] [P->R]
2: 199.8809196
1: 49.83591049
Example: Convert x=200, y=50 to Polar components.
[2][0][0] [ENTER] [5][0] [SHIFT] [R->P]
2: 206.1552813
1: 14.03624347_°
[ DMS> ] , [ >DMS ]
Converts data between Degrees/Minutes/Seconds and Decimal Degrees
Example: Convert from 12° 34' 56" to decimal degrees
[1][2][.][3][4][5][6] [DMS->]
1: 12.58222222_°
Example: Convert from 12.3456° to degrees, minutes, seconds
[1][2][.][3][4][5][6] [SHIFT] [->DMS]
1: 12.204416
[ DMS+ ] , [ DMS- ]
Add or subtract DMS angles
Example: 12° 34' 56" + 1° 2' 3"
[1][2][.][3][4][5][6] [ENTER] [1][.][0][2][0][3] [DMS+]
1: 13.3659
[ SIN ] , [ COS ] , [ TAN ] , [ ASIN ] , [ ACOS ] , [ ATAN ]
Trigonometric calculations
Example: Cosine of 12.3456°
[1][2][.][3][4][5][6] [COS]
1: 0.9768757205
Example: Cosine of 12° 34' 56"
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[1][2][.][3][4][5][6] [DMS->] [COS]
1: 0.9759844006
Example: Arc Cosine of 0.3456°
[0][.][3][4][5][6] [SHIFT] [ACOS]
1: 69.78157371
[ 1/X ]
[ √x ]
[ LOG ]
[ +/- ]
[ x2 ]
[ LN ]
[ EEX ]
[ pi ]
[ x√y ]
[ 10x ]
[ yx ]
[ ex ]
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Inverse of X. Example: 1/4 = [4] [1/X] = 0.25 Square Root of X. Example: ROOT(9) = [9] [√x] = 3
Logarithm (Base 10). Example: LOG(1000) = [1][0][0][0] [LOG] = 4
Change Sign. Example: [3] [ENTER] [+/-] = -3
X Squared. Example: 3^2 = [3] [x2] = 9
Natural Logarithm. Example: LN(148) = [1][4][8] [LN] = 4.997212274
Scientific Notation. Example: 3x10^4 = [3] [EEX] [4] = 30,000
Pushes pi onto the stack. Example: [SHIFT] [pi] = 3.141592654
X'th root of Y. Example: 3ROOT(8)= [8] [ENTER] [3] [SHIFT] [x√y] = 2
10 to the X. Example: 10^3 = [3] [SHIFT] [10x] = 1000
Y to the X. Example: 2^3 = [2] [ENTER] [3] [SHIFT] [yx] = 8
Exponent of X. Example: e^1 = [1] [ENTER] [SHIFT] [ex] = 2.718281828
Main Menu
Instrument Selection
Main Menu | Connect
The Instrument Selection screen allows you to choose the type of equipment you will be connecting
to FieldGenius. An Instrument Profile can be created for each different instrument you will be working
with, to make changing between different hardware a breeze. Once you have setup a profile for each
different instrument you will be using, switching between them is a simple matter of selecting the
appropriate profile and pressing Connect.
Note, this screen is not available if FieldGenius is running onboard your instrument.
For all future Projects you create with FieldGenius, when you create a new or open an existing Project
you will see the Instrument Selection screen with the profiles you have already created. It will default
to the last Profile you used, so if you are using the same instrument just press Connect. If you are
using different equipment, just select the appropriate Instrument Type and Profile (or add a new profile
if one does not yet exist for it), then press Connect.
Your profiles are stored in the Settings.xml file within the ...\MicroSurvey\FieldGenius\FG Projects\ (Windows CE/Mobile) or ...\Documents\MicroSurvey\FieldGenius\FG Projects\ (Windows
Tablet/PC) directory so once you have configured one data collector, you can copy this file onto other
data collectors to make the profiles available on them. This file should also be backed up for easy
recovery.
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Total Station
When you select the Total Station instrument type, you will be able to Add, Delete, or Edit a profile
for your conventional and robotic total stations. See the Total Station Configuration topic for more
details about configuration for your total station.
For more information on connecting to your instrument please refer to the Conventional Total Station
and Robotic Total Station topics.
GNSS Reference / GNSS Rover
When you select the GNSS Reference or GNSS Rover instrument type, you will be able to Add,
Delete, or Edit a profile for your GNSS receiver. When you edit a GNSS Rover or GNSS Reference
profile, you will see the Configure Rover or Configure Reference screens. For more information about
using FieldGenius for GNSS surveying, you should review the GNSS Overview topics.
If you have not purchased the GNSS module for FieldGenius, then you will not have access to the
GNSS commands and you will see a "Requires GNSS module license" message.
Disto/Laser
When you select the Disto/Laser instrument type, you will be able to Add, Delete, or Edit a profile for
your supported Leica Disto and supported Laser Technology Inc devices. Please review the Disto/Laser Reference topic for more details.
Simulators
GNSS Rover Demo
When you select GNSS Rover Demo from the Simulators instrument type, you will be able to Edit
and Connect to a profile for a simulated GNSS Rover receiver. When you edit the RTK Demo profile,
you will see the Configure Rover screen. For more information about using FieldGenius for GNSS surveying, you should review the GNSS Overview topics.
The GNSS Rover Demo will simulate connecting FieldGenius to a GNSS Rover receiver. The
coordinates in the GNSS Demo are located outside our office in Westbank, British Columbia,
Canada, so to use the GNSS Demo mode you need to set your Coordinate System Settings to UTM
Zones, NAD83, UTM83-11, Ellipsoidal.
Total Station Demo
When you select Total Station Demo from the Simulators instrument type, you will be able to Edit
and Connect to a profile for a simulated Total Station. All measurements are manually entered, but
point coordinates and the raw file are updated as if connected to an instrument.
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Main Menu
None
Use this option if you're not connecting anything to FieldGenius. With this mode, the instrument toolbar will not be displayed in the map screen.
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Staking Menu
Main Menu | Staking
Instrument Toolbar | Measure Modes | Staking
This menu contains staking related functions.
Stake Points
Use this to stake points from a list or from a screen selection. Please see the Stake Points topic for
more information.
Stake Line
Use this to stake lines and arcs. Please see the Stake Line topic for more information.
Stake Elevation
Use this to stake a specific design elevation. Please see the Stake Elevation topic for more information.
Stake Alignment
Use this to open the alignment tools screen. Please see the Stake Alignment topic for more information.
Stake Surface
Use this to stake to a DTM (Digital Terrain Model) surface. Please see the Stake Surface topic for
more information.
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Main Menu
Staking List
Use this to define a staking list that can be used for staking. Please see the Staking List topic for
more information.
Point on Wall
Use this to auto-locate on the wall surface where an offset point intersects perpendicular. Please see
the Point on Wall topic for more information.
Point on Floor and Point on Ceiling
Use this to auto-locate on the floor or ceiling surface where an offset point intersects perpendicular.
Please see the Point on Floor or Ceiling topic for more information.
Pipe through Wall
Use this to auto-locate on the wall surface the intersection point of the projection of a pipe. Please
see the Pipe Through Wall topic for more information.
Stake Points
Main Menu | Staking | Stake Point
Point Toolbar | Stake
Step 1: Select Design Point
When you start the stake points command you will be able to pick a point from the map, or enter a
point id in the point id field, or use a point list by turning on the "Use List" toggle.
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Point ID
This allows you to manually enter in the point you would like to stake.
Point Desc
This shows the description of the current design point.
Previous & Next
Use this to automatically advance to the next or previous point in your database. Note that you need
to have a value entered in the point number field.
If you have a staking list defined, using these buttons will advance to the next or previous point
sequence in the staking list.
Nearest Search
This will automatically select the closet point to stake.
Use List
Use this to force the staking routine to use the staking list you created. If you haven't created a staking list yet, you can press the Edit List button which will take you to the staking list editor.
Edit Staking List
Use this to open the staking list editor. Please see the Staking List topic for more information.
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Main Menu
Offset Direction & Distance
Use this to compute an offset from your design point. If you leave the distance field set to zero, an offset will not be computed. You can use angle and distance recall features to help you compute your values.
Northing, Easting, & Elevation
This will display the design coordinates for the point listed in the point number field. If you specify an
offset, then the northing and easting will be recalculated based on the offset you entered. The elevation is of the point listed in the point id field, and is not affected by an offset.
Multi-Offset Mode
This feature has been recently added to FieldGenius and allows the user to compute and stake multiple offsets from a single point without having the Point ID automatically increment.
Stake Point button:
If you're using a non-robotic instrument, you will see the "turn to" screen displaying the angle and distance you need to measure to stake the point. Please see section Step 2a below.
If you're using a robotic instrument or GPS, you will see the map screen and the point staking toolbar.
Please see section Step 2b or 2c below.
Step 2a: Non Robotic Total Station Layout
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Rotate instrument to:
From this screen you will see what angle and distance you need to turn to on your instrument to stake
your point.
At this point you can turn your instrument to match the angles and when ready to start, press the
Continue button. The Turn To information is also available on the next screen in case you need to see
it again.
Note: Your target height is used to determine the vertical angle for the stake point.
Auto Rotate
If your instrument has servo motors and FieldGenius supports your instrument, this option will be
available. It will be on by default and will automatically turn to match both the horizontal and vertical
angles needed to stake the point. The instrument will begin to turn when you press the Continue button.
Zero Plate
This is used to modify plate reading on your instrument in such a way that if you manually turn to zero
you will be facing towards the point you want to stake.
When you do so, you will see a message "Zero the plate circle to the design point and update the
backsight setup?" Press Yes to continue, or No to Cancel. After you press Yes, a new backsight reading is set on the instrument and a BK record is written to the raw file.
You will also note that the turn to angle will now display zero, which is the angle you now need to turn
to on the instrument.
You can continue using this for any other points you want to stake. Since the plate reading is changing a lot, you will want to check the backsight frequently to make certain any error meets your tolerances.
Continue
Press this button to continue. You will now see the map screen and the point staking toolbar.
Step 2b: Robotic Total Station Layout
If you're using a robotic instrument and have the Robotic Staking option enabled, the layout routine
will bypass the screen and steps explained in the Step 2a section. Instead, FieldGenius will take you
directly to the map screen where you will see our point staking toolbar.
By default, FieldGenius will have the robotic staking option enabled for all robotic total stations.
Some users may need their robotic instrument to automatically turn to the layout point instead. If this
is desired, just disable robotic staking.
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Main Menu
Step 2c: GNSS Rover Layout
When connected to a GNSS rover, the layout routine will bypass the screen and steps explained in
Step 2a. Instead, FieldGenius will take you directly to the map screen where you will see our point
staking toolbar.
Staking Toolbar
The staking toolbar is used in conjunction with the Observation Toolbar to help you navigate to your
stake point. If you're using a robotic or conventional instrument the staking process will be similar.
The staking toolbar can be accessed by pressing the Stake Point button on the Stake Points screen.
It will also be accessed from many other commands that require a point to be staked.
When you first see the staking screen you may be asked to take a measurement first so it can calculate the current position of the rod. Press the measure button if you're using a conventional instrument, or turn on the cursor tracking button if you're using a robot or GNSS.
You should define a map orientation in the staking settings. Setting this will twist your map view to
help you with your stakeout and change the way the "move by" distance are reported. Press the top
button "Viewing North/Instrument/Prism" to adjust your Orientation Reference setting. For best results, set the Orientation Reference to Prism for a conventional total station, Instrument for a robotic
total station, North for GPNS staking.
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Grid Staking Mode is selected by default, select the Grid button on the bottom-left corner will allows
you to choose Map staking mode that relays on Observation Toolbar, or Compass staking method if
you are using a GNSS receiver or robotic total station.
Note that Compass staking mode for GNSS will require movements to determine the orientation to
the point you are trying to stake. Once you are close to the point, the screen will automatically switch
to Grid mode for precise staking. The threshold of this switch can be found inside Staking Settings
menu.
Buttons
Store Point
When this is pressed the Store / Edit Points
screen will appear so you can store the position
of the rod. The default is to store a point in the
project database as well as write raw records to
the raw file. You might not want to store a point
for the staked position but want to have a record
of it in the raw file. This can be done by turning
off "Store Staked Point" in Stake Settings. (This
button not available for GNSS staking, use the
Measure button to record the point.)
Select Viewing Direction
This opens up Viewing Direction dialogue where
you can select options depending on the current
instrument
Current options include: Viewing North/Instrument/Prism/User Point.
Select Staking Method
Depending on the instrument selected, this button allows you to choose from Map, Grid, Compass staking modes.
Staking Information
This displays information about the point you
are staking. It will list the coordinates of the
point plus other information that will help you during your stakeout.
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Toggle Observation View
This button allows you to see or hide the Observation Toolbar.
Select Next Point
This button opens up options to select next
point to Stake
Zoom
Map View only - This will automatically zoom to
the extents of your current target position and
the point you're staking.
Settings
This will open the Staking Settings screen
which allows you to setup parameters that will
be used during the stakeout such as your Tolerance, Orientation Reference, and more.
Close
This will close the Staking Toolbar, and return
you to the previous screen.
Staking Method - Map View
For each of the following methods, if you are within the Tolerance setting defined in the Staking Settings, then the direction/distance text will be green; if you are outside the tolerance then the text will
be red. You can also switch pages within the Observation Toolbar at any time to see other measurement information, for example if you want to see the rod elevation instead of a Cut/Fill.
Turn An Angle
This method will display both the required and measured horizontal angles in the Observation Toolbar
near the top of the screen. This method is useful while staking with a conventional total station, to
quickly get online with the design point.
Directional
This method will display the In/Out and Left/Right (or N/S/E/W), and Cut/Fill distances from the current rod position to the design point in the Observation Toolbar near the top of the screen. This method
is useful while staking with a conventional or robotic total station, but be sure to set the "Orientation
Reference" option to Prism for a conventional total station, Instrument for a robotic total station, or
North for GNSS staking.
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Radial
This method will display the Direction (Bearing or Azimuth) and Distance from the current rod position
to the design point in the Observation Toolbar near the top of the screen. This method is useful while
staking with a robotic total station or GNSS.
Conventional Total Station Tips
If you're using a conventional total station you need to press the measure button on the instrument
toolbar before the navigate distances are displayed.
To help with navigating, set your map orientation to Prism in the staking settings screen. This will
force the map to orientate itself so the prism is at the top and the instrument is at the bottom.
You can use the Turn An Angle method to quickly get online with your point, then switch to the Directional method to navigate accurately to the point.
Robotic Total Station Tips
If you're using a robotic instrument you need to turn on the cursor tracking button on the instrument
toolbar before the navigate distances are displayed. Note that with a robotic instrument, there is no
need to press the measure button as the cursor tracking provides real-time positions to the Observation Toolbar.
To help with navigating, set your map orientation to Instrument in the Settings screen. This will force
the map to orientate itself so the instrument is at the top and the prism is at the bottom.
You can set the EDM mode on the instrument toolbar to use a fine measurement setting that can be
used to record the position of the point. When cursor tracking is on it uses a coarse mode which might
not be suitable for the storing the point, but suitable enough to for navigation. For precise stakeout you
can use the following procedure:
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1. Use cursor tracking to navigate to your point.
2. When you attain the position to be staked you can do one of two things:
a. If tracking mode is precise enough for your needs you can turn off cursor tracking, then
press the Lock button to stop the instrument from tracking the prism. It is useful to do
this as the instrument will still be pointed at the stake location and prevents the instrument from following the prism if you have to lay it down.
b. If you need to take a more accurate position before marking the point or pounding in
your stake: You can turn off cursor tracking, then press the measure button to help you
locate the stake point. By doing this it will use the EDM mode set in the instrument toolbar (make certain it is set to a fine mode) instead of using the coarse (tracking) mode.
Once the point is located, make sure to press the Lock button to stop the instrument
from tracking the prism. It is useful to do this as the instrument will still be pointed at the
stake location and prevents the instrument from following the prism if you have to lay it
down.
3. Mark your point or pound in your stake.
4. Set the prism on the point you just marked and press the No Lock button which will initiate a
search. Since you stopped the instrument from tracking in the previous step the instrument
should lock onto the prism very quickly.
5. Press the Measure button to record one final position for the stake point.
6. Press the Store Point button on the staking toolbar to store the final location of the point you
just staked.
GNSS Tips
To help with navigating, set your map orientation to North in the settings screen. This will force the
map to orient itself so that North remains up on the screen.
Use cursor tracking to navigate to your point (this provides real-time positions to the Observation Toolbar) then when you attain the final position to be staked press the Measure button. The usual GNSS
Measurement procedure will apply, and your current tolerance mode and masks will be in effect for
the measurement.
Raw File
When you store your point several records are written to the raw file. Following is an example of a
point that was staked out:
SP,PN1400,N 715346.319,E 2381454.812,EL1.009,-CF,EL1.0087,GD1.0000
DE,PN342,N 715346.319,E 2381454.770,EL1.000,-SD,ND-0.000,ED-0.042,LD-0.009
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SK,OP251,FP1400,AR180.00000,ZE89.05000,SD63.0500,--Design Point: 342
The SP record is the point that was recorded when you pressed the Store Point button.
The CF record displays the measured elevation versus design.
The DE record displays the design coordinates for the point to be staked.
The SD record displays the delta values of the staked point. This is the DE record - SP record.
The SK record is the recorded raw observation used to compute the store point (SP) record.
Note: If you turned off "Store Staked Point" in the staking settings, then no SP or CF record will be
stored in the raw file.
Stake Line/Arc
Main Menu | Staking | Stake Line
Line Toolbar | Stake
Stake Line
When you start the command from the Staking Menu you will see the Select Line Toolbar that will
allow you to select the object you want to stake.
Press OK to continue on to the Line Staking Method screen.
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If you want to stake the line, just press the Line Staking button which will take you to the Map View
screen and wait for an observation to be taken.
If you want to stake a specific point along the line, select the Point On Line Staking button and specify the station/offset distances then press the Stake Point button which will display the stake point
toolbar for the specified design point.
When the stake line toolbar opens you have to take a shot before any information will appear on the
toolbar.
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Staking Methods
For each of the following methods, if you are within the Tolerance setting defined in the Staking Settings, then the direction/distance text will be green; if you are outside the tolerance then the text will
be red. You can also switch pages within the Observation Toolbar at any time to see other measurement information, for example if you want to see the rod elevation instead of a Cut/Fill.
Directional
This method will display the current Station (perpendicular from the rod, as marked by a blue circle on
the line), the In/Out, Left/Right, or N/S/E/W distance to the line (from the rod to the red x on the line,
keeping the same horizontal angle), and the Cut/Fill distance (from the rod to the interpolated elevation of the station point marked by the blue circle, where a cut represents that the rod is higher than
the interpolated station elevation, and a fill represent that the rod is lower than the interpolated station
elevation) in the Observation Toolbar near the top of the screen.
When using this method, be sure to set the "Orientation Reference" option to Prism for a conventional
total station, Instrument for a robotic total station, North for GNSS staking, or use one of the other reference options if preferred.
You can force FieldGenius to display either In/Out or Left/Right distances by changing the Line Mode
option in the Staking Settings.
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Stationing - Absolute
This method will display the current Station, Offset, and Cut/Fill distances relative to the line in the
Observation Toolbar near the top of the screen. The station point is marked by a blue circle on the
line, the Offset is the Left/Right distance from the blue station point to the current rod position, and the
Cut/Fill is the elevation difference from the current rod position to the interpolated elevation of the station point where a cut represents that the rod is higher than the interpolated station elevation, and a fill
represent that the rod is lower than the interpolated station elevation.
Stationing - Relative
This method will display the current Station, Offset, and Cut/Fill distances relative to the line in the
Observation Toolbar near the top of the screen. The station point is marked by a blue circle on the
line, the Offset is the Left/Right distance from the blue station point to the current rod position, and the
Cut/Fill is the elevation difference from the current rod position to the interpolated elevation of the station point where a cut represents that the rod is higher than the interpolated station elevation, and a fill
represent that the rod is lower than the interpolated station elevation.
Note:
Please refer to the Point Staking Toolbar topic for additional information and tips.
Stake Arc
The process is identical whether staking a line or an arc - the only difference is you begin by selecting
or defining an arc instead of a line.
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Just like staking to a line, Staking to an Arc gives the user the option to either stake anywhere along
the selected arc by selecting the "Line Staking" button. Or the user can also indicate a desired point
along the line by selecting the "Point On Line Staking" button and enter in a station and offset.
Stake Alignment
Main Menu | Staking | Stake Alignment
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Main Menu
When this is selected, the Alignment Staking screen will be displayed. Note you first need to define
an alignment in the Road Manager screen. Use this to quickly continue staking your alignment.
Please see the Road Reference section for more detailed information about creating and defining
alignments.
Tell me more about ...
Road Settings
Manual Entry - Alignment C/L
Manual Entry - Vertical Profile
Manual Entry - Template
LandXML Cross Sections
Alignment DTM Surface
Alignment Staking - Part 1
Alignment Staking - Part 2
Alignment Slope Staking
Stake Surface
Main Menu | Staking | Stake Surface
The Stake Surface command allows you to take a shot anywhere on a surface and a cut or fill value
will be computed. The current northing and easting position of the rod is based on the measurement,
but the Z value is computed by intersecting the surface at the rod location.
You will first be prompted to select a surface to stake. If you have already imported and turned on the
TIN or Contours for any surfaces, they will be displayed in the list for you to choose from. If the list is
empty, you need to use the Surface Manager to import or enable one. Please refer to the Surface Manager topic for more information on how to load a surface.
When you first see the staking toolbar you may see the words "Waiting for data" in the Observation
Toolbar which means you need to take a measurement first so it can calculate the current position of
the rod. Press the measure button if you're using a conventional instrument, or turn on the cursor
tracking button if you're using a robot or GPS.
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Once you take a shot you will see the following information in the Observation Toolbar near the top of
the screen: the Design elevation based on the surface model's elevation at your rod's horizontal position, the actual Height or elevation of the rod, and the Cut or Fill between the two. To help you visualize where your shot is in relation to the surface you can always use our 3D view capabilities.
Staking Method
Unlike Point or Line/Arc staking, there is only one available staking method: Height.
Store Point
When this is pressed the Store / Edit Points screen will appear so you can store the position that was
staked. Also a raw record will be written to the raw file.
Information
This isn't applicable when staking to a surface and will be grayed out.
Zoom
This isn't applicable when staking to a surface and will be grayed out.
Settings
This will open the Staking Settings screen which allows you to setup parameters that will be used during the staking process.
Note:
Please refer to the Point Staking Toolbar topic for additional information and tips.
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Stake Elevation
Main Menu | Staking | Stake Elevation
This routine allows you to stake to a specific elevation (called the Design elevation). The routine will
report the cut and fill values from the selected (Design) elevation to your current rod elevation. The
horizontal position is not the focus of this routine.
Why would I want to use this? Maybe you may want to use this function if you have to stake a building pad before concrete is poured and you know what the height of the pad should be. You enter this
value in the Elevation field and walk around your pad. This routine will inform you of how far your rod
is above or below the design elevation.
The first step is to define your constant elevation. You can either type in a design elevation manually
into the Elevation field, or you can use the Get elevation from point... button to select a point from
your points database, and use its elevation.
Continue
Press this button to continue to the Map view. You will now see the map screen displaying the Staking toolbar. The Display toolbar displays the design elevation (the intended or desired elevation), the
actual measured elevation (displayed in the Elev field), and the cut/fill amount required to get to the
design elevation from the measured elevation.
Design = Elev+ Fill amount or
Design = Elev - Cut amount
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Get elevation from point...
Press this button to acquire an elevation from a selected point's elevation. The point database dialog
will open and you can select a point to use its elevation.
The Elev and Cut/Fill text fields will display values that are within your staking tolerance in the colour
green. Measurements made outside of your staking tolerance are displayed in the colour red.
Staking List
Main Menu | Staking | Staking List
Use a staking list to stake points from a predetermined list of points.
Why Use a Staking List?
The staking list is separate from the Points database. We have added intelligence to the staking list
specifically for staking out. After importing points and assigning the "To Stake Out" survey role to
them, you will never have a measured point appear as a point to be staked out. Moreover, the staking
list will always search for and present the next nearest point (shortest path) from the current position
as the next point to stake out. This functionality was added to help you stake out more points in a day.
When you start the staking list command you will see the staking list screen and it will be empty, if
you haven't previously added any points to it. The image below is of a staking list that contains
points.
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Main Menu
Sort By Point ID
Use this to sort the staking list by Point ID.
Sort By Shortest Path
Select the first point you want to stake, then use this to sort the staking list by shortest path distance
from the selected point.
Find Points
Use this to find points that will be added to the list. You can find points based on the Point ID (which
includes the ability to select points based on a window crossing in the mapview screen, by point ID
range or by a single point and radius) Coordinate, or Description. The system will look in the Points
database for points to add to the staking list.
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Main Menu
Select Point
Use this to pick a point from the map. Points will be added to the list in the order they're selected.
Remove Points
Use this to delete a single row or multiple rows. This will only remove the points from the list and will
not delete any points from the Points database.
Remove All Points
Use this to clear the current list. This will only remove the points from the list and will not delete any
points from the Points database.
Move Up
This will move the currently highlighted point up one row.
Move Down button:
This will move the currently highlighted point down one row.
Stake Pnt
This will take you to the staking toolbar to stake out the point that is currently highlighted in the list.
Staking Status
If a point in your staking list has not been staked yet, it will have a stake icon displayed in the Staked
Status column. You will see a green checkmark icon if the point has already been staked.
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As you can see in the image above, point 1 has been staked, and point 2 has not.
Adding Points to the Staking List
There are two ways to add points to a staking list. You can add points that already exist in the Points
database via the staking list screen by pressing the Find Points button. The alternative (and possibly
the easiest) way is to assign the survey role of To Stake Out to points being imported via the ASCII
Coordinate File Import button in the Import/Export Menu. When points are imported using the
ASCII Coordinate File Import button and are assigned the survey role of To Stake Out, these
points will automatically be added to the staking list.
Working From the List
To work from the list simply highlight the point you wish to stake and press the Stake Pnt button
which will begin the process. Please see the Point Staking Toolbar topic for more information. Since
you started from the staking list, it will automatically turn on the "Use Staking List" checkbox in the
Stake Points screen.
When you store your stake point, the stake point command will automatically go to the next point in
the list.
Survey Role Setting
The status of a point is controlled by the Survey Role type in the project database. You can view the
role by using the Coordinate Database viewer. If the point is pending, it will have a survey role type of
"to stake out" (point 2 in the image below). If it has been staked, it will have a survey role of staked
out (point 1 in the image below).
Auto-Locate - Point On Wall
Main Menu | Staking | Point on Wall
The Auto Layout Point on Wall mode is only available for the following equipment:
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Main Menu
l
Leica 3D Disto
l
Robotic Total Station such as Leica TS, MS and iCON products
This advanced layout mode allows you to compute the position of a point on a wall using only the non
prism EDM mode. The routine will interpolate and determine the location of the wall and will compute
the theoretical perpendicular offset from the design point to the plane defining the wall. The laser
pointer on your instrument will point to the location that you should mark.
MEP Module
This advanced feature is available when the MEP module is enabled.
Procedure
Define Wall
When you start the routine you will see the Auto-Locate Point on Wall dialog.
On this dialog you can specify the point you want to locate on the wall, plus define the plane that
defines the wall.
The first option allows you to point your instrument at the existing wall and lets the software determine the existing location of the wall by taking some shots automatically to determine the plane.
The second option lets you define the wall by using an existing line in your project or by defining the
wall by two points.
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Target Heights
When using the auto-locate routines you will not need to use a vertical offset. The routine will always
default the vertical offset to "No Vertical Offset" and enable "Use Auto-Location".
Important Notes
It's important to understand the importance of finding the plane that defines the wall. In the following
image you will see that a design point is to be located and marked on the wall. During construction,
walls are never perfect and will differ from the design location. Since the laser pointer is being used to
locate this point, if all the instrument did was turn to and point at the theoretical position you will see
that it would mark a spot clearly in the wrong location.
Layout will prevent this from happening by determining where the wall is by taking several shots to
derive a plane. The point is then intersected with this plane and the instrument will then turn to and
point directly at the intersection point.
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Main Menu
Once the location is marked you can then store it and locate your next point.
Auto-Locate - Point On Floor or Ceiling
Main Menu | Staking | Point on Floor or Point on Ceiling
The Auto Layout Point on Floor and Point on Ceiling modes are only available for the following equipment:
l
Leica 3D Disto
l
Robotic Total Station with reflectorless capabilities such as Leica TS, MS and iCON products
These advanced layout modes allow you to compute the position of a point on a floor or ceiling using
only the non prism EDM mode. The routine will interpolate and determine the location of the floor or
ceiling and will compute the theoretical intersection using the x,y location of the point. The laser
pointer on your instrument will point to the location of the layout point. Your layout points don't need to
have elevations, and only require x,y coordinates.
MEP Module
This advanced feature is only available when the MEP module is enabled on your license.
Procedure
Enable Auto-Location
The user must first enable the Auto-Locate feature to access the MEP functions. To do this go into
the Instrument Settings and click on the "Enable Auto-Location" button. This feature will only be available if the license has the MEP module added.
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l
Note turning the Auto-Location will automatically turn on the instruments reflectorless laser.
Ensure the instrument is not pointing in the direction of you or anyone else.
Operating the MEP Routines Point on Floor and Point on Ceiling
These MEP routines are now accessible from the staking window in Layout Mode. Because the MEP
functions are all done with the reflectorless laser you will notice the Target Manager option is now disabled from the instrument Tool Panel and only an instrument height is required when orientating.
After the instrument has been orientated, select the point you wish to stake out from the Map View
Screen and press the Staking icon and indicate whether you wish to layout the point on the ceiling or
the floor. The instrument will then take two shots to determine where the ceiling or floor is and continue to take observations to auto locate the particular point on that plane. The staking results will be
displayed in the observations information window. This will also display the vertical distance from the
point staked to the plane it has been staked to.
After the user has selected to stake to either the Point on Ceiling or Point on Floor the screen below
will now be displayed.
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Main Menu
This Auto-Locate options screen allows the user to select how the instrument searches for the point
on the plane. It also allows the user to switch the point that needs to be staked.
l
l
Aim Laser - This option will require the user to point the instrument at the desired surface to
stake the point to.
Use Search Algorithm - This option will automatically take as many observations as need to
define the surface to stake the point to.
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After the routine has located the point on the surface the staking results screen will pop up and will display the point details and also prompt the user to either Store the Point and Continue or Continue
without storing. After this has been selected it will take you back to the Stake Point screen for the
next point to be laid out.
Target Heights
When using the auto-locate routines you will not need to use a vertical offset. The routine will always
default the vertical offset to "No Vertical Offset" and enable "Use Auto-Location".
When you start the routine it will automatically start taking measurements on the floor or ceiling
depending on the layout mode selected. The measurements will determine a plane that the design
point will be projected onto for layout.
Important Notes
It's important to understand the importance of finding the plane that defines the floor or ceiling. In the
following image you will see that a point with coordinates (1,1,0) is being located on the floor and ceiling. Since the laser pointer is being used to locate this point, if all the instrument did was turn to and
point at the theoretical position you will see that it would mark a spot clearly in the wrong location.
Layout will determine where the floor or ceiling is by taking several shots to derive a plane. The point
is then intersected with this plane and the instrument will then turn to and point directly at the intersection point.
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Main Menu
Once the location is marked you can then store it and locate your next point.
Auto-Locate - Pipe Through Wall
Main Menu | Staking | Pipe Through Wall
The Auto-Locate Pipe Through Wall mode is only available for the following equipment:
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l
Leica 3D Disto
l
Robotic Total Station such as Leica TS, MS and iCON products
This advanced layout mode allows you to compute the penetration location of a pipe through a wall
using only the non prism EDM mode. The routine will interpolate and determine the location of the wall
and will compute the theoretical penetration point and the laser pointer on your instrument will point to
the location that you should mark.
MEP Module
This advanced feature is available when the MEP module is enabled.
Procedure
Define Pipe and Wall
When you start the routine you will see the Auto-Locate Point on Wall dialog. On this dialog you can
specify the pipe centerline by selecting two points or an existing line in your project.
The second option lets you define the wall by pointing at it with your instrument, or by letting the software find the wall automatically.
Target Heights
When using the auto-locate routines you will not need to use a vertical offset. The routine will always
default the vertical offset to "No Vertical Offset" and enable "Use Auto-Location".
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Main Menu
Important Notes
It's important to understand the importance of finding the plane that defines the wall. During construction, walls are never perfect and will differ from the design location. Since the laser pointer is
being used to locate the penetration point, the software must determine the current location of the
wall.
Layout will determine where the wall is by taking several shots to derive a plane. The pipe line is then
intersected with this plane and the instrument will then turn to and point directly at the penetration
point.
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Import / Export
Main Menu | Import / Export
Use this menu to display different options for importing data into or exporting data out of your Project.
Points / Observations
ASCII Coordinates
You can import and export ASCII coordinates to/from your current Project. Please see the Import
ASCII Coordinates and Export ASCII Coordinates topics for more information.
SIMA
FieldGenius now supports the importing and exporting the SIMA format. Please see the SIMA Import
and SIMA Export ASCII topics for more information.
SDR Export
The SDR Export in FieldGenius will convert the existing raw file into a SDR 33 compatible format.
Please see the SDR File Export topic for more information.
Fieldbook File Export
Use this to export a Softdesk FBK file that will contain your coordinates, raw observations and figure
information. Please see the Fieldbook File Export topic for more information.
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Main Menu
CR5 Coordinates
FieldGenius now supports the exporting of the CR5 format in both sequential and non-sequential
formats. Please see the CR5 Export topic for more information.
GNSS Survey Report
You can export out a report with important GNSS information relating to the horizontal and vertical
system used, individual stored point statistics including satellites used, accuracy and solution type
as well as other information relating to the point location. The report will be in PDF or HTML format,
depending on your device. Please see the Survey Report topic for more information.
CAD / LandXML / Templates
DXF/DWG/DGN
Import DXF/DWG/DGN files into your current Project. Please see the Import DXF/DWG/DGN File
and Map Data Layers topics for more information. When importing in a DWG or DGN files there are
some limitations with regards to the file size being imported and the data collector being used. Should
you experience any graphical display issues, try importing in a smaller file or unloading the file entirely
to clear it up.
Export DXF/DWG files of your current Project. The file will contain drawing entities of your points and
lines. Please see the Export DXF/DWG File topic for more information.
LandXML
Import and export LandXML files. Exported files can contain CgPoints and Chains. The file will be
saved in your current Project directory. Please see the LandXML Import and LandXML Export topics
for more information.
Templates
Import and export templates of figures and points to/from your current Project. Please see the Import
Template and Export Template topics for more information.
Cut Sheet Reports
FieldGenius can create various cutsheet reports. Please see the Cutsheet Reports topic for more
information.
GIS Files
Shapefiles
FieldGenius now supports the importing and exporting of ESRI shapefiles. Please see the Shapefile
Export topic for more information.
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KML Export
FieldGenius now supports the ability to export out a KML file format. Please see the KML Export topic
for more information.
Coordinate Systems
You can import and export user-defined coordinate systems. Please see the Coordinate Systems
topic for more information.
Notes:
- For importing DXF/DWG/DGN, LandXML, and raster image files, please see the
Map Data Layers topic in the Data Manager menu.
- For importing DTM surface files, please see the Surfaces topic in the Data Manager
menu.
Points / Observations
ASCII Coordinate Import
Main Menu | Import / Export | Points / Observations | ASCII Coordinate Import
Use this option to import a list of coordinates to the current Project.
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Main Menu
This may be required if a separate coordinate file is uploaded to the device by itself (not as part of a
Project with linework). This is also useful for transfer of points from one file to another.
Function
1. Click on the "Browse for File..." button to navigate to and select your file.
2. Choose the field delimiter, either Comma or Space.
3. Choose the file format. See below for more information regarding file format. If you are uncertain, use the Standard format. 4. Use the assigned role field to select the survey role of the points being imported. If these
points are to go into the staking list, then select To Stake Out as the survey role.
5. Write SP (Store Point) record to raw file will store the imported coordinates to the raw file.
This is very useful if you wish to reprocess coordinates later, so we recommend that you
select this when importing points.
6. Overwrite Existing Coordinates - allows you to control whether points will be overwritten during the import.
7. Set as Control Points – will set a flag in the database that will prevent these points from
being edited or changed in FieldGenius (under any circumstances!)
8. Choose OK to import the coordinates, Cancel to abort the import.
9. You will be shown a confirmation of how many points were imported to the current Project.
File Formats
Both space and comma delimited files are supported.
For all formats, the order of the Northing and Easting fields are determined by setting the Coordinate
Order in the Options screen.
Standard
ID, Northing/Y or Easting/X, Easting/X or Northing/Y, Elevation, Description:Note
This format expects the file to be in a standard ASCII format. If your descriptions have a colon in
them, then FieldGenius will store everything before the colon as a description, and everything after
the colon will be considered to be a note.
Standard with Header
Same as the Standard format, but the first row in the file is ignored.
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Extended
ID, Northing/Y or Easting/X, Easting/X or Northing/Y, Elevation, Description, Note, Latitude, Longitude, Ellipsoidal Height, Latitude StdDev, Longitude StdDev, Height StdDev
This format is different than the standard such that notes are separate from descriptions. Also if you
collected GNSS data, the WGS 84 information can also be included and imported along with other
information related to the GNSS point.
Extended with Header
Same as the Extended format, but the first row in the file is ignored.
More about the Extended Format
If you import a FieldGenius extended file format ASCII file, FieldGenius will create EP and GS
records in the raw file. Also, the coordinates will be imported and stored in the database. Importing
this type of file is useful for seeding points when using the OmniStar GNSS system or to create a list
of geodetic and cartesian points that you can select while programming a GNSS base receiver.
Importing Cartesian and Geodetic Coordinates
Above is an example of an Extended ASCII file. For the format to work correctly, each point should
include Cartesian and Geodetic coordinates for each point. The standard deviations are not needed
unless the point is going to be used to "seed" a position for use with the OmniStarVBS system. The
Latitude and Longitude values are required to be stored in decimal degrees.
So if this type of file is imported into FieldGenius the following will occur:
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A point is stored in the Project database using the Cartesian Coordinates.
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A GS record is written in the raw file using the Cartesian Coordinates as a reference.
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An EP record is written to the raw file using the Geodetic Coordinates as a reference.
Importing Geodetic Coordinates Only
You can create an Extended ASCII Point file that only contains a point number, description, note and
Geodetic coordinates. Upon import FieldGenius will use the Geodetic coordinates and your defined
coordinate system in your coordinate system settings to compute Cartesian coordinates to be stored
in the database.
So if this type of file is imported into FieldGenius the following will occur:
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Using the horizontal and Vertical datum settings you've defined in your coordinate system settings, FieldGenius will compute a Cartesian coordinate for each point using the Geodetic values imported from the ASCII file.
A point is stored in the Project database using the Cartesian Coordinates that was computed.
The point will be assigned the point number that was imported from the ASCII file. l
A GS record is written in the raw file using the Cartesian Coordinates as a reference.
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An EP record is written to the raw file using the Geodetic Coordinates as a reference.
ASCII Coordinate Export
Main Menu | Import / Export | Points / Observations | ASCII Coordinate Export
Use this option to export a coordinate list from the current file.
This is useful for transfer of points from one file to another.
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Function
1. Specify a range of point to export in the form #..#. Accept default of All if desired.
2. Specify the number of decimal places to carry on the export. (maximum=6)
3. Specify if you want to export them with either a space or comma delimiter.
4. Specify the Angular format.
5. Specify the Encoding format.
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ANSI - This is the default format for ASCII, which is compatible with majority of the
CAD programs such as Autodesk products.
UNICODE - This is for use with non-English characters in the Description or Note
fields.
6. Include Header will add a header row to the exported file.
7. Include Averaging Measurements - This will include all the temporary observations of all the
averaged points into the exported file
8. Choose the file format type that you want to use. See below for more details about the different
file formats. If you are uncertain, use the Standard format. 9. Choose Export to export the coordinates, or Cancel to abort the export.
10. Browse to the folder where you want to save the file, enter a filename including an extension,
then press Save File. FieldGenius will not add any extension to the filename you enter.
11. You will be shown a confirmation of how many points were exported.
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File Formats
Both space and comma delimited files are supported.
For all formats, the order of the Northing and Easting fields are determined by setting the Coordinate
Order in the Options screen.
Standard
ID, Northing/Y or Easting/X, Easting/X or Northing/Y, Elevation, Description:Note
This format will append any notes you have to your description, separated by a colon.
FieldGenius has recently added two check boxes to include the Header and the Averaging Measurements to the ASCII file when exporting.
Extended
ID, Northing/Y or Easting/X, Easting/X or Northing/Y, Elevation, Description, Note, Latitude, Longitude, EllipsoidalHeight, LatitudeStdDev, LongitudeStdDev, HeightStdDev
This format is different than the Standard such that notes are separated from descriptions.
If you collected GNSS data, the WGS 84 information will also be exported along with other information related to the GNSS point. The WGS 84 information will be extracted from your GS records in
the raw file.
Extended with Header
Same as the Extended format, but with Header data in the first row.
CST
This is a predefined format intended for Leica ELLIPSE Neo software
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Custom Formats
FieldGenius has the option to create a customized ASCII file for exporting. This option allows the
user to add additional information to the standard ASCII file format. Simply click in the grey area to
add in an extra info line and select what you wish to add in from the pull down menu.
There is also an "Options" button in the upper right corner where you can specifically request the
ASCII file to either sort by Point ID or Measurement type as select what GNSS time format.
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More about the Extended Format
If you import a FieldGenius extended file format ASCII file, we will create EP and GS records in the
raw file. Also, the coordinates will be imported and stored in the database. Importing this type of file is
useful for seeding points when using the OmniStar GNSS system.
There is more detailed information about the extended format in the ASCII Coordinate Import topic.
SIMA Import
Main Menu | Import / Export | Points / Observations | SIMA Import
FieldGenius supports importing coordinates stored in SIMA format. SIMA is a Japanese domestic
standard.
SIMA Export
Main Menu | Import / Export | Points / Observations | SIMA Export
FieldGenius supports exporting coordinates in SIMA format. SIMA is a Japanese domestic standard.
SDR Export
Main Menu | Import / Export | Points / Observations | SDR Export
The SDR Export in FieldGenius will convert the existing raw file into a SDR 33 compatible format. It
is important to note that currently not all existing raw record types are exported through the SDR
export.
Currently the following types are exported:
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Store Points
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Job Info
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Units
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Notes / Comments
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Occupy Setups
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Sideshots
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Stakeout shots
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Target Heights
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Resection measurements are not exported, but computed resection point exported as Store
Point.
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The resulting SS or TR shot for multisets will be exported as a sideshot.
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The resulting SS or TR shot for angle or distance offsets will be exported as a sideshot.
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Calculated points will be stored as a Store Point
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Adjusted Points are exported as Store Points
The following record types are not currently exported:
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GNSS Datum Settings
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GNSS Transformation Parameters
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GNSS Measurements
Fieldbook Export
Main Menu | Import / Export | Points / Observations | Fieldbook Export
Use this option to export FieldGenius database points and figure information from the current project
in a Fieldbook (.FBK) format for import into non-MicroSurvey desktop software such as AutoCAD's
Land Development Desktop.
FieldGenius users who have MicroSurvey CAD or inCAD Desktop software will not need to use this
function as our products import standard FieldGenius raw data.
This function is designed for post processing so is best used after all fieldwork is complete. The raw
file observations are not included in the FBK file, you can read the FieldGenius raw file into Survey
Link included with LDD. You can then make your edits to the raw file and import it to LDD.
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Importing into LDD
To import the FBK file into LDD you will need to use the Import Field Book from the Data Collection /
Input menu.
If you haven't already done so you will want to edit your Description Key list and Figure Prefix Library
in LDD so the points and figures will be automatically layered for you.
Export CR5 (Sequential)
Main Menu | Import / Export | Points / Observations | CR5 Export (Non-Sequential)
This option creates a non-sequential binary CR5 file of all the points in the coordinate database.
Export CR5 (Non-Sequential)
Main Menu | Import / Export | Points / Observations | CR5 Export (Sequential)
This option creates a sequential binary CR5 file of all the points in the coordinate database.
GNSS Survey Report
Main Menu | Import / Export | Points / Observations | GNSS Survey Report
Creates a report in PDF format (if FieldGenius is running on a Windows PC/Tablet) or HTML format (if
FieldGenius is running on a mobile device). The report includes information about the project, settings, and GNSS survey information.
Below is a sample of the Point information included in the report.
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CAD / LandXML / Templates
DGN/DXF/DWG Import
Main Menu | Import / Export | CAD / LandXML / Templates | DGN/DXF/DWG Import
Use this function to import CAD DXF files into a FieldGenius Project.
FieldGenius supports all Point nodes, Lines, Arcs, Polylines, Text and 3D Faces in the DXF file.
FieldGenius does not support Blocks or any other entities not mentioned above in the DXF file.
All items from the DXF file will be drawn in their respective layers as defined in the DXF file. These
layers may be toggled on and off using FieldGenius's layer manager.
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Importing Steps
1. From the main menu, press the Data Manager button then the Map Data Layers button.
2. Press the Add File button on the Layer Manager.
3. Using the browse window, find the DXF file you would like to import and press the Open File
button.
4. Use the Layer Manager to turn on or off any layers you don't want to view.
5. Press Close and return to the map view.
6. Press the zoom extents button to see your entire DXF file.
For more information on the layer manager please visit the Layer Manager topic.
Important Notes:
- Your CAD desktop system likely has a super fast processor and 1GB or more of
RAM but most current Windows CE devices run at 206Mhz and have 32 or maybe
64MB of RAM. For this reason, you will not be able to manipulate a 5MB DXF file with
the same speed as your desktop system so minimize the size of the DXF files for
most efficient operation.
- TEXT is the biggest performance reducer in your DXF files. For best performance,
minimize the amount of text in the DXF files or turn off layers containing text when not
needed.
DXF/DWG Export
Main Menu | Import / Export | CAD / LandXML / Templates | DXF/DWG Export
Use this to export your current FieldGenius drawing as a DXF or DWG file. This allows for easy
import of linework and nodes into most cad or graphic systems
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Function
1. Select the options for your DXF file.
Export Points: If this is checked, your coordinate point nodes will be exported to the DXF file.
You can also specify what layer you want the labels to go on and a default text height.
Export Lines: If this is checked, all figures (lines, arcs, and splines) will be exported to the
DXF file.
Export Contours: If this is checked, all contour lines drawn using the Surface Manager will
be exported to the DXF file.
2. Click Export.
3. Browse to the folder where you want to save the file, enter a filename, then press Save File.
FieldGenius will add a .dxf extension to the filename if you did not include it.
4. The DXF file is created and you can copy it to your desktop computer.
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Notes about DXF files:
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Upon export, FieldGenius will compare the figure name to see if it has a match in the AutoMap
file. If it does, FieldGenius will draw the points along the figure, as well as draw the figure on
the layer specified in the AutoMap library.
Points that are exported will match the point color settings set in the AutoMap library.
Figures that don't have a match in the AutoMap library will be drawn on a layer named
"Default". Color setting will be set to 256.
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Points or nodes will be 2D or 3D depending on the Z value.
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Lines will be 2D or 3D depending on the Z values of the end points.
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Figures will be drawn as polylines.
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Curvy lines or arcs will be drawn as segmented polylines. FieldGenius will automatically interpolate an elevation along the arc or curved section of the figure at 1° intervals.
Contours will be drawn as polylines and will be 3D based on the contour elevation.
Points or nodes will appear as an "X" marker in the DXF file because the PDMODE variable is
being set to 3 in the DXF file. In most desktop CAD programs you can change this marker type
by typing PDMODE.
LandXML Import
Main Menu | Import / Export | CAD / LandXML / Templates | LandXML Import
FieldGenius can import LandXML files. Rather than convert these files into some different format, you
can read these files directly into FieldGenius.
Importing a LandXML File
There are several different methods of importing a LandXML file:
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By using the Import LandXML File command.
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By using the Data Manager | Map Data Layers | Add File command.
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By placing a LandXML file into a Project folder. This is normally done by desktop software like
MicroSurvey CAD or inCAD. If FieldGenius finds a LandXML file that has the same name as
the Project, and it is in the Project folder, then it will automatically be imported when you load
the Project.
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When a LandXML file is read, it is scanned to make a list of the objects that it contains. Loading the
entire file into the FieldGenius Project could use many megabytes of valuable memory. Therefore,
when you wish to use data from a LandXML file, you need to load it as needed. Sample LandXML files
are available at the LandXML web site: www.landxml.org
One of the example files posted is subdivision-xsec.xml. We have downloaded and are now going to
show the results of reading it into FieldGenius:
LandXML Components and How to Use Them
There are many different types of objects in a LandXML file. FieldGenius will be expanding the use of
these objects as the program grows.
As of the date this manual was written, the following objects are supported. This list will change, so
you may notice other options on the smart menus for these objects.
CgPoints
A LandXML file can contain many different sets of points. The LandXML specification requires that
every point in a LandXML file have a different id. For example you cannot have two CgPoint sets containing a point with the same id. Since a LandXML file can contain many different CgPoint sets, and
these point sets may contain thousands of points, FieldGenius lists these sets in the Project Manager. When you want to see them on the screen, you need to use the Smart Menu to Load the
CgPoint Sets.
By default when you import your LandXML file, the CgPoints will be displayed on the screen.
CgPoints are not stored in the database but they can be used by our commands. For example you
can use the Occupy Point command and select the CgPoints with the point chooser for the setup and
backsight points. You can also consider them to be read only points.
Surfaces
Surfaces can be imported into FieldGenius from a LandXML file. The surfaces can be imported in two
ways:
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Fast: We can use the points that define the surface and let FieldGenius re-calculate the TIN
model. This might be acceptable for an area where no attempt was made to edit the triangles
or add break lines. FieldGenius can compute a surface in seconds from large numbers of
points.
Maintain Triangulation: we can force FieldGenius to read the TIN exactly as computed by the
desktop software. This requires much more computing by the import program, but it will
exactly maintain the triangulation in the original surface. For example, if the LandXML surface
was created by using breaklines and hand editing, you will want to maintain the exact triangles
for staking and viewing the surface.
You can set the import method by going to the Main Menu | Data Manager | Surfaces | Surface
Options.
From the Surface Manager you can see a list of the surfaces in the XML file. Select the one you want
to load.
Alignments, Profiles, and Cross Sections
Alignments, cross sections, and staking of these items are some of the powerful features in
FieldGenius. Almost all modern road design software will export alignments in LandXML format. We
read the horizontal alignment (which is normally at elevation zero), the vertical profile, and the cross
sections from LandXML files. Individual components can be selected for staking or viewing information. The Project Manager is used for visibility of these items, and you can drill down into the components right to the coordinate level.
Reading the basic alignment information is done when you import the LandXML file. Alignments generally are not too large, so we read the alignment, profile and cross sections into memory for later use.
There may be several surfaces in an alignment, so you can view each cross section surface separately. Each may be staked. In this sample file, there are several alignments. Each alignment can be
turned on or off, or just the cross sections for an alignment can be turned off.
Following is a tiny excerpt from the first few lines of this LandXML file. Fortunately, it is rarely necessary to open a file; however, if you open one in Internet Explorer, you will see the format. They are easily explored, because you can "collapse" sections of the file by picking on the negative signs at the
beginning of the lines in Internet Explorer. In this picture, all of the file has been collapsed except for
the header. It is easy to see that the file was created by Autodesk Land Desktop version 3 with Service Pack 1 installed.
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Parcels/Lots
Parcels are displayed in the graphics when you import a LandXML file. You can select the lines to get
basic information, and you can drill down into the Project Manager to see more details. The points that
define a Parcel are stored in the CgPoints section of the LandXML file. If you want to see the point
numbers on the screen, then you need to load the CgPoints. If you want to stake the points, then you
need to load the CgPoints into the Points DB.
Chains/Figures
These LandXML items may or may not appear, because a chain can cross from one CgPoints set to
another. This means that if you do not have all the CgPoint sets loaded, then the chains cannot
appear.
LandXML Export (Points and Chains)
Main Menu | Import / Export | CAD / LandXML / Templates | LandXML Export (Points and Chains)
Writes a LandXML *.xml file, including CgPoint records of the point coordinates and Chain records of
the figures in the current Project.
Import Template
Main Menu | Import / Export | CAD / LandXML Templates | Import Template
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If you have a template file saved you can import it back into your project. When you start the command you will see the file browse dialog that allows you to find and open the template file. After which
you will see the template import toolbar. If you need to create a template file, refer to the Template
Export topic.
Select Insertion Point
After you select the template you can select the insertion point in the map screen, and also define a
rotation for the template. A preview of the template will be displayed in the map screen in green, press
Next to continue.
Select Origin Point
After you specify the insertion point, you can then choose the origin point. Select points (green dots)
on the template preview to define a new origin position.
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Insert Template
Once you are satisfied with the location and rotation of the template, you can save it into the current
project by pressing the Insert button. New points and line work will be added to the project for you
automatically.
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Export Template
Main Menu | Import / Export | CAD / LandXML / Templates | Export Template
You can export and save line work (figures) and points to a file that can then be inserted into different
projects. An example of how this feature can be used is when you have a building that is common to
several projects. Instead of computing a new building in each project, you can do it just once, save it
to a file, then insert it into your other projects.
When you start the command you will see the template export toolbar.
There are four options available for selecting the line work and points.
Window All
This option lets you window the objects. All points and line work contained within the selection window will be accepted.
Window Points
This option lets you window objects, but only coordinate points will be selected all line work is
ignored.
Single All
Use this option to manually select objects in the map view to export. You can select points or lines /
arcs. If you select a line, the points that define the line will be exported as well.
Single Points
Use this option to select point one by one in the map screen.
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Save Template
When you're done selecting your objects, you can save them to a file by pressing the Save button.
Choose a location for your template, give the file a descriptive name and save it. Template files have
a ".tpl" extension.
Cut Sheet Reports
Main Menu | Import / Export | Cut Sheet Reports
FieldGenius includes a cut sheet generator. When you stake points or alignments, cut sheet records
are recorded in the raw file.
The different cut sheet formats will be described below. To create a cut sheet, select the desired cut
sheet format, then press the Create Report button, then choose the folder and filename for it. You
can give it any extension (one will not be automatically added) but we recommend using either .CSV
or .TXT. The extension you provide will not affect the contents of the file in any way.
If you've already created a cut sheet and want to open it to review it, press the Open Report button.
FieldGenius automatically creates a (.CSV) comma separated value file for each cut sheet format
you create. This file can be read into Excel, which will allow you to format it and print it. The records
stored during staking follow the RW5 format so cut sheet records can be created using software packages that support this format.
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Point Stake Format
If you've staked points using the Stake Point command you will be able to create a stake point cut
sheet report.
LM80 Format: This option will format the cut sheet in the LM 80 format.
Offset Stakes Format
If you've staked points using the stake alignment command, you can create a cut sheet report for
your station and offset stakes.
Slope Stake Format
If you've staked points using the slope stake alignment command, you can create a cut sheet report
for your slope stakes.
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Point and Offset Stake Format
This type of report will display the same records as the Point Stake and Offset Stake reports, but combine them into a single report.
Productivity Report
This type of report will display how many points were staked out in one day. Each day will be separated into its own column so users can track the daily productivity of the field crew.
Reference Line Report
This type of report will display horizontal and vertical offset information with regards to the design and
as-built point locations with regards to the referenced line used and the offset distance to the alignment.
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Main Menu
GIS Files
Shapefile Import
Main Menu | Import / Export | GIS Files | Shapefile Import
Imports a Shapefile and allows you to pick one attribute to associate with the shape.
Shapefile Export
Main Menu | Import / Export | GIS Files | Shapefile Export
Use this to export your points and linework in a shape file format. This can then be imported into
products that support shape files. This export will create a DBF, SHP and a SHX file for the linework
and points in your Project.
For example, if your Project name was FG Sample, the following files will be created for the linework.
FG Sample_POLYLINE.shx
FG Sample_POLYLINE.shp
FG Sample_POLYLINE.dbf
For the points in your Project, FieldGenius already stores points in a DBF file (FG Sample.dbf) so only
two other files will be created.
FG Sample.shx
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FG Sample.shp
Importing into ESRI or other application
To open these files in a compatible product you need to ensure you have all six file saved in the same
directory.
For more information on shape files, visit www.esri.com
KML Export
Main Menu | Import / Export | GIS Files | KML Export
Exports a KML file of all the points measured with GNSS.
Coordinate Systems
Import / Export User Defined Coordinate Systems
Main Menu | Import / Export | Coordinate Systems | User Coordinate System Import
Main Menu | Import / Export | Coordinate Systems | User Coordinate System Export
User defined coordinate systems created by a user are saved in the binary mapping system files.
It is useful to be able to export these user created coordinate systems for the following reasons:
1. A backup of your user defined coordinate systems.
2. Allows you to share user defined coordinate systems with other crews.
3. Allows you to load user defined coordinate systems after installing a FieldGenius update.
Import
You can import coordinate systems from a previously saved file.
When you import a file you will be asked to browse to and select the file you want to import. Once
selected, FieldGenius will check to make sure a user defined system doesn't already exist and if one
does, you will be asked if you want to skip importing it, or overwrite the existing coordinate system.
Export
When you export the user defined coordinate systems you will be able to specify a directory to save
the file to and a name for the file.
Exported files will automatically be saved with a CSMAP extension such as mycoordinatesystem.csmap.
All user defined coordinate systems in FieldGenius will be exported to the file.
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Main Menu
Backups
FieldGenius automatically creates a backup when you add or edit user defined coordinate systems. If
you forgot to save your user defined coordinate systems, you may be able to restore them using a
backup. Please see the Coordinate System topic for more details.
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Data Manager Menu
Main Menu | Data Manager
This menu allows you to organize, manipulate and view the different data types that may be associated with your FieldGenius Projects.
Points Database
Use this to open the points database. From here you will find numerous tools that can be used to edit
your points. Please see the Coordinate Database topic for more information.
Map Data Layers
Use this to import DXF, LandXML, and georeferenced raster image files into your Project, and to control the visibility of database layers and any files that you may have associated with your Project.
Please see the Map Data Layers topic for more information.
Surfaces
Use this to import DTM surface files into your Project, view and edit your DTM surfaces, and perform
volume calculations. Please see the Surfaces topic for more information.
Parcels (XML)
Use this to edit and view your XML parcels that are associated with your Project. Please see the Parcels (XML) topic for more information.
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Point Database
Main Menu | Data Manager | Point Database
The point database dialog is used to review, edit, and manipulate your point data in your Project database. The list will display all points currently stored in the database, and the data can be sorted by
pressing the column headers.
Point ID (Survey Role) Icons
The instrument icon indicates your current occupied point.
The target icon indicates your current backsight point.
The stake icon indicates points that are to be staked out.
The checked stake icon indicates points that have been staked
out.
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The hub icon indicates control points, they cannot be edited under
any circumstances.
The user icon indicates user entered points, the coordinate can be
edited.
The ruler icon indicates measured points, the coordinate cannot be
edited.
The 123 icon indicates calculated points, the coordinate cannot be
edited.
The stake and square icon indicates a Staked and Stored point.
The Staked and Stored survey role is unique and not associated
with LandXML schema.
Note:
To edit the coordinate of a measured or calculated point, you must first change its survey role to user entered.
Next/Previous
Use the green arrow button to display the next button sets for more options.
Edit
Use this to edit the coordinates of a point that is highlighted in the list using the Store/Edit Points tool.
Remember you must change the Survey Role to User Entered.
Delete
Use this to delete the current point or selection in the list. Note: There is no undelete point option in
FieldGenius. If you delete points from the coordinate database they cannot be restored without editing
and reprocessing your raw file.
Add
Use this to open the Store Point screen to manually enter a new point.
Find
Use this to select multiple points, based on a single point ID, a point ID range, a point coordinate
range, or point descriptions.
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RTS (Rotate/Translate/Scale)
Use this to rotate or translate your points that are currently selected in the coordinate list. When you
press the button you will see the Rotate / Translate / Scale Points screen. Please refer to the Rotate /
Translate / Scale topic for more information.
Local Transform
Use this to apply a coordinate transformation to a point or selection in the coordinate list. You need to
have calculated the transformation parameters prior to pressing this button. See the
Statistics
Use this to display statistics of the coordinate database, including the total number of points, bounding minimum and maximum coordinate values, and point ID's in use, and point ID's not in use.
Map View
Use this to display the currently highlighted points on the screen.
Average
Press this button to enter the Point Averaging routine.
Map Data Layers
Main Menu | Data Manager | Map Data Layers
Use this to load, unload, and control the visibility of DXF files, LandXML files, and JPG or TIFF raster
image files that are associated with your Project, and to control the visibility of your database layers.
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Main Menu
User Data
FieldGenius uses the layer names specified in the AutoMap library to control the visibility of points
and figures by their description.
You can control the visibility of the entire database (both points and figures) by checking or unchecking the Database option under the User Data section of the tree. If the box is checked, then the database is turned on and all of its layers will be visible; if unchecked, then the file and all of its layers is
turned off and it will not be visible. If the box has another smaller square inside it, this means that
some of its layers are turned on and other layers are turned off.
You can control the visibility of individual layers by expanding Database option under the User Data
section of the tree, and checking or unchecking the box beside the name of the layer. If the box is
checked, then the layer is turned on and entities on that layer will be visible; if unchecked, then the
layer is turned off and entities on it will not be visible.
When you close the Project, the layer status will be saved so that the next time the Project is opened,
the layer visibility will automatically be set the same as you had left it, so layers that were turned off
will remain turned off the next time the Project is opened up.
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DXF Files
You can load multiple DXF files into your FieldGenius Project, and control the visibility of each of their
layers independently from the others.
You can control the visibility of the entire DXF file by checking or unchecking the box beside the
name of the DXF file, under the DXF Files section of the tree. If the box is checked, then the file is
turned on and all of its layers will be visible; if unchecked, then the file and all of its layers is turned off
and it will not be visible. If the box has another smaller square inside it, this means that some of its layers are turned on and other layers are turned off.
You can control the visibility of individual layers by expanding the name of the DXF file under the DXF
Files section of the tree, and checking or unchecking the box beside the name of the layer. If the box
is checked, then the layer is turned on and entities on that layer will be visible; if unchecked, then the
layer is turned off and entities on it will not be visible.
When you close the Project, the layer status will be saved so that the next time the Project is opened,
the layer visibility will automatically be set the same as you had left it, so files that were turned off will
remain turned off the next time the Project is opened up.
Add File
Press the Add File button to select a DXF file that you want to load into your Project. You will be able
to browse to and select any DXF file. Please see the Import DXF File topic for more information.
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Remove File
Highlight the DXF file that you want to remove from your Project, then press the Remove File button.
If a file is not highlighted, you will be reminded that a file must first be selected from the tree. This will
turn off all layers from the selected file in your FieldGenius Project and disassociate the DXF file. It
does not delete the DXF file.
File Settings
Highlight the DXF file that you wish to change the settings for, then press the File Settings button.
You can enable or disable the display of text in the selected file. If your DXF file contains text, turning
this off will improve performance of FieldGenius. Pressing the OK or Cancel buttons will return you to
the Layer Manager screen.
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LandXML Files
You can load one LandXML file into your FieldGenius Project at a time, and control the visibility of its
layers (points, chains, alignments, and parcels).
You can control the visibility of the entire XML file by checking or unchecking the name of the XML
file, under the LXML Files section of the tree. If the box is checked, then the file is turned on and all of
its contents will be visible; if unchecked, then the file and all of its layers is turned off and it will not be
visible. If the box has another smaller square inside it, this means that some of its layers are turned
on and other layers are turned off.
You can control the visibility of individual layers by expanding the name of the XML file under the
LXML Files section of the tree, and checking or unchecking the box beside the name of the layer. If
the box is checked, then the layer is turned on and entities on that layer will be visible; if unchecked,
then the layer is turned off and entities on it will not be visible.
When you close the Project, the layer status will be saved so that the next time the Project is opened,
the layer visibility will automatically be set the same as you had left it, so layers that were turned off
will remain turned off the next time the Project is opened up.
Add File
Press the Add File button to select a LandXML file that you want to load into your Project. You will be
able to browse to and select any XML file. Please see the Import LandXML File topic for more information. Note, you must first unload the currently loaded XML file before loading a different one.
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Main Menu
Remove File
Highlight the XML file that you want to remove from your Project, then press the Remove File button.
If a file is not highlighted, you will be reminded that a file must first be selected from the tree. This will
turn off all components of the selected file in your FieldGenius Project and disassociate the XML file.
It does not delete the XML file.
File Settings
The File Settings button does not apply to LandXML files.
Image Files
You can load georeferenced JPG or TIFF images into your FieldGenius Project, and control the visibility of the image.
You can control the visibility of your image by checking or unchecking the box beside the name of the
image file, under the Image Files section of the tree. If the box is checked, then the image is turned on
and it will be visible; if unchecked, then the image is turned off and it will not be visible.
When you close the Project, the visibility and opacity status of the image file will be saved so that the
next time the Project is opened, the image visibility will automatically be set the same as you had left
it.
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Add File
Press the Add File button to select an image file to load into your Project. You will be able to browse
to and select any JPG or TIF file. JPG files must have a corresponding JGW world file, and TIF files
must have a corresponding TFW world file; these world files contain the georeferenced positioning
information. The world file must have the same file name as the image file (just with the appropriate
extension), and it will be automatically used to position the image. Note that the world file is unit-less,
make sure that the unit settings in the desktop and mobile software are the same.
Remove File
Highlight the image file you want to remove from your Project, then press the Remove File button. If a
file is not highlighted, you will be reminded that a file must first be selected from the tree. This will turn
off the selected image in your FieldGenius Project and disassociate the image file.
File Settings
Highlight the image file you want to view or change the display settings for, then press the File Settings button. You will see the file's name, size, and position information. You can also adjust the opacity of the image. The default value of 100 will cause the image to be displayed normally, and
reducing this value will make it appear fainter on the screen. This is useful if the image file being displayed makes your other FieldGenius data too hard to see over top of the image. Pressing the Close
button will return you to the Layer Manager screen.
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Main Menu
Surfaces
Main Menu | Data Manager | Surfaces
View Toolbar | Surface Manager
FieldGenius allows you to display a 3D surface representation of the points and lines in your project.
This is done by turning on the Point Database surface.
Supported DTM Files
You can import surface information into FieldGenius. Currently you can import a surface from an XML
or QSB file.
LandXML Surface
FieldGenius can import surface definitions from XML data sets. These surfaces can be used to display a TIN, shaded surface or contours on the screen. The surface can also be used to perform realtime DTM staking.
To import a LandXML file, go to Map Data Layers and use the Add File command. Please see the
LandXML Import topic for more information.
QSB Surface
Surfaces created and saved in MicroSurvey CAD or inCAD desktop products will have a QSB extension. These QSB files can be imported into FieldGenius and used to display a TIN, shaded surface or
contours on the screen. The surface can also be used to perform real-time DTM staking.
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To import a QSB file, use the Load button at the bottom of the Surface Manager screen. Please see
the DTM Surface File Import (QSB) topic for more information.
DTM Surface Manager
The surface called Point Database represents the real-time DTM Surface made up from points and
lines that are in your project. If you have imported any other surfaces from a QSB or LandXML file
they will also appear in this list.
To use a surface you first need to load it into memory by checking inside the box before the name of
the surface in the list. A surface is loaded if there is a checkmark shown before it. If you expand the
surface you can control whether it is drawn as Contour Lines, a wireframe TIN, a solid TIN, or any
combination of these.
Settings
Surface settings allow you to specify settings that affect the surfaces or contours that are drawn.
Please see the Surface Settings topic for more information.
Volumes
Use this button to calculate a volume. Please see the Volume Calculation topic for more information.
Load
Use this button to load a .QSB surface file into your project. Please see the Import DTM Surface File
topic for more information.
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Main Menu
Save
Use this button to save the selected surface as a .QSB file which can be imported into your MicroSurvey CAD or inCAD desktop software or into another FieldGenius project.
Close
If you close the surfaces screen and return back to the map screen you will see the loaded surface
drawn as a wireframe, solid, and/or with contours depending on what is set in the Settings screen.
Surface Information
You can see additional statistics about the surface by double clicking on its name in the list. This will
show the minimum and maximum bounding coordinates, the number of points, breaklines, and triangles in the surface, the minimum and maximum slopes in the surface, the plan and surface area,
the positive and negative volumes calculated from a datum elevation of 0, and the amount of memory
that the surface is using.
Point Database Surface
This can be used at any time and doesn't require a surface to be imported. When this is turned on, all
the points and lines in your project will be used to create a real-time DTM surface. This can be used
while you're taking shots.
Please refer the Real-time DTM Surface topic for more information on FieldGenius DTM surfaces.
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Surface Settings
Main Menu | Data Manager | Surfaces | Settings
View Toolbar | Surface Manager | Settings
Use the surface settings screen to define settings that affect TIN (Triangular Irregular Network),
TGRID and Contours.
Contour Interval
This will force the contours to be drawn at an interval equal to the value set here. The interval is equal
to the drawing units.
Minimum Elevation
This controls the minimum elevation. This is useful if you have some data that is displayed at a zero
elevation (example: alignment point data that is horizontal) and you want to exclude these points from
the surface.
Limit TIN Side
This will determine the max length that will be allowed for a TIN triangle.
Gridded TIN
If this is on, when you draw the surface it will be represented using a TGRID model instead of a TIN
model. TGRID surfaces will apply smoothing in areas that have no breaklines. This may create better
quality contours. The Grid Size is a ground unit value that will determine the spacing of the grid lines.
If the Grid Size is 0 then a grid size will be automatically calculated.
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Preserve LandXML TIN
This will force the surface to be loaded using information stored in the LandXML file. A LandXML surface will be defined in such a way that each triangle corner is defined by a point id. These points are
stored in the file as CgPoints, so FieldGenius will honor these faces and not re-compute a new surface.
Color TIN
When this is turned on then the surface color will be determined by the triangles' elevation. When
turned off the surface will be displayed using a gray color. If the TIN's wireframe and solid faces are
both being displayed, then the faces will be colored but the wireframe will be gray for better visibility.
Volume Calculation
Main Menu | Data Manager | Surfaces | Volumes
View Toolbar | Surface Manager | Volumes
FieldGenius allows you to calculate the volume between a surface and either another surface or a
datum elevation. The volume can be computed for the entire surface, or it can be bound by a closed
figure.
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Calculated Surface
Choose the surface that you want to calculate the volumes for. If you have imported any surfaces
from a QSB or LandXML file they will be available to choose from, or you can choose the real-time
Point Database surface.
Reference Surface
You can choose have the volume calculated between your selected surface and either a datum elevation (which defaults at 0 meters/feet), or if you have imported any surfaces from a QSB or LandXML
file they will be available to choose as a reference surface.
Constrain volume calculation within area
If this is unchecked, a surface volume calculation will be computed for the entire surface. If this is
checked, an area volume calculation will be computed for a portion of the surface bounded by an area
you define. You can press the Define Area button to select a closed figure to assign as a boundary
for the volume calculation. After you have selected the figure, press Close to return to the Volumes
Calculation screen.
Calculate
Pressing this will calculate and display the positive, negative and net volumes, the average thickness, and the area of the surface from either the selected datum elevation or reference surface, all
constrained within the selected closed figure if selected.
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Main Menu
The results will also be written into the project's CogoCalcs.txt history file which can be viewed by
going to Main Menu | Survey Tools | COGO History Viewer.
Real-time DTM Surface
FieldGenius creates and manipulates a 3D surface from data collected in the field or from data imported through LandXML, QSB or ASCII point files. A FieldGenius surface is a mathematical description
of a surface that exactly honors all input 3D data points and lines.
A Surface represents the existing topography of a job site. Surfaces contain one or more parts such
as points, breaklines, triangulated irregular networks (TIN), or triangulated grids (TGRID).
A surface is not a drawing entity, rather it is a mathematical description held in the data collectors
memory. Representations of a surface, such as contours, TGRIDS or TINS may be drawn into your
diagram as polylines and polyface entities.
Creating a Real-time DTM in FieldGenius
FieldGenius will compute a DTM model from points collected, staked, or imported from any ASCII file
and from any existing FieldGenius project. There are no limits to the number of points that are used to
create the DTM. The AutoMap Library controls what points and/ or lines are included or excluded from
the DTM surface. The DTM is created in real time and can be appended as additional points are
picked up.
To create a DTM, follow the instructions below:
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From Main Menu | Data Manager | Surfaces you can turn on the Realtime DTM Surface by placing a
checkmark in the box before the "Point Database" surface. Expanding the tree will allow you to define
whether it is displayed as Contour Lines, Solid Faces, and/or Triangle Edges.
The surface can be viewed or used in volume computations immediately.
Before turning on the Point Database surface:
After turning on the Point Database surface:
Each point in the database has an attribute called "DTM State". This can be set to "Do not Include". If
you set a point to this value, you will see that the surface no longer includes this point. This only
applies to the current surface that is computed in FieldGenius. It does not apply to surfaces imported
from a QSB or LandXML file.
What is the difference between a TIN and a TGRID?
The user should become familiar with both options and decide which option is best suited for their project.
TIN honors breaklines but may be too restrictive for contours to follow the natural flow of the terrain.
Contours around small hills may look jagged if too few data points were collected.
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Main Menu
TGRD honors breaklines and allows the contours to follow the natural flow of the terrain. Contours
around small hills will look better if the TGRD option is used.
Generally, the TGRDis for cases where you want curvature introduced between your data points and
you have breaklines. This is most easily shown with an example:
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Adding Breaklines to a Surface
If a break in the slope continuity is desired, the user MUST ALWAYS use the TIN or TGRD (Triangulated Grid) in conjunction with breaklines. When modeling a surface containing breaklines, a TIN
or TGRD honors breaklines exactly.
What happens when you add breaklines?
Breaklines represent 3D continuous traces in space (think of them as a 3D polyline) which:
1. Define the surface elevation
2. Force slopes to be different on either side of the breakline
This line represents a location at the site where the slope changes from a steep hill to a relatively flat
area.
Contours Generated without use of Top of Bank breakline:
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Main Menu
Without a breakline, the contours "flow" over the top of the bank and the contours do not look correct.
Contours generated with use of Top of Bank breakline:
With a breakline, the contours are forced to honor the line, as a change in slope that helps the contours to look correct.
Breakline Control
The user would want to use a figure as a breakline in the triangle formation process (TIN) for the edge
of pavement, but probably not for a line connecting points that are not related to the surface features.
An example of this might be a chain connecting legal boundaries as they might cross over roads or
creeks without consideration for the existing topography.
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Breaklines are used in the creation of the DTM by forcing the triangulation to follow them. Triangles
created in the DTM cannot cross a breakline. The edges of the triangles will always follow the breakline. When necessary, FieldGenius will automatically densify the DTM along the breakline to create
triangles that conform to the breaklines. This helps with the creation of accurate surface models and
contours. FieldGenius contains the exact same functions for surface modeling, contouring, and
volumes as MicroSurvey CAD or inCAD.
Contouring
Creating contours in FieldGenius is a simple as choosing the desired DTM surface from the dialog
and checking the contour option:
The procedures for contouring a DTM surface are outlined below:
1. Open the Surface Settings dialog.
2. Type in the appropriate Contour Interval. The default interval is every 2 units.
3. You can control the Minimum Elevation. This is useful if you have some data that is displayed at a zero elevation (example: alignment point data that is horizontal) and you want to
exclude these points.
4. If you want to create a TGRID, then turn on the Gridded TIN option, or leave this off to create a
TIN. The Grid Size is a ground unit value that will determine the spacing of the grid lines.
5. Press OK to return to the Surface Manager screen.
6. Finally, turn on the contours by expanding the Point Database surface and selecting the Contour Lines option to display them.
7. Close the Surface Manager and return to the map screen to see your contours.
Import DTM Surface File (QSB)
Main Menu | Data Manager | Surfaces | Load
View Toolbar | Surface Manager | Settings
If you have a DTM surface that was created by MicroSurvey CAD or inCAD desktop software, you
can import it into FieldGenius. You need to copy the QSB file to your collector before proceeding.
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Main Menu
Function
1. Open the Surface Manager, then press the Load button.
2. Browse to where your DTM surface file (.QSB) is located and press the Open button to continue.
3. You will now see the surface list screen. From here you can turn on your layer and configure
DTM settings. Please see the Surface Sets topic for more information.
Parcels Manager (XML)
Main Menu | Data Manager | Parcels (XML)
When a LandXML file is imported into a FieldGenius project, if there is parcel information it can be
viewed in the Parcels Manager.
By default all Parcels will be visible in the map screen but you can turn them off by deselecting the
green check mark next to the parcel group.
Store
If you highlight a parcel in the list, pressing the Store button will compute and store coordinates at the
corners of your parcel.
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Stake
If you press this it will open the line staking toolbar. Note: you have to press close to exit the parcel
manager.
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Roads Manager
Main Menu | Roads Manager
To stake an alignment you first need to define the geometry that defines the horizontal and vertical element. You can also define a template that will be used to define cross sections at specific stations
along the alignment.
FieldGenius can use the following three methods to define an alignment.
1. Manual Entry – You can manually enter the data to define the alignment.
2. Import XML – You can import a LandXML file that contains your alignment data.
By default you will see an alignment in the list with the current project name. A project can contain
multiple roads, and each road can contain the following elements.
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Horizontal Element: This can contain straight tangents, curves and spirals.
Vertical Element: This can contain grade breaks, parabolic curves and non-symmetrical
curves.
Templates: Template can contain horizontal and vertical offsets, as well as widening and
super elevation data.
XML Cross Sections: XML cross sections define specific stations along an alignment. These
sections contain horizontal, vertical and template data. XML cross sections are created using
desktop software which is then imported into FieldGenius.
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Manage Road
This option is only available once you've created a road using the New Road button or imported an
XML file. To input or review alignment data, press the Manage Road button to access the Road Settings screen.
If you imported a LandXML file, or manually inputted a road you can stake it by pressing this button.
As a minimum you need to have the following before the stake command will continue.
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XML Cross sections
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Horizontal C/L, Vertical Profile and template.
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Horizontal C/L and DTM Surface
Add Road
Use this button to create a new road. You can create as many roads as needed and they will be
stored in an XML file that will reside is the project directory.
Delete Road
Use this to delete a road. You first need to highlight the road you want to delete, and then press the
button to remove the road from the alignment. This road will be permanently deleted and cannot be
undone.
Map View
Use this button to display the map view. From this view you can use the zoom controls to zoom
around your drawing so you can find important or relevant data for your alignment such as a POB
point. Press the Close View button to return back to the Roads Manager.
Tell me more about ...
Road Settings
Manual Entry - Alignment C/L
Manual Entry - Vertical Profile
Manual Entry - Template
LandXML Cross Sections
Alignment DTM Surface
Alignment Staking - Part 1
Alignment Staking - Part 2
Alignment Slope Staking
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Main Menu
Manage Road
The road settings screen is used to help you create, review or modify road elements.
From this screen you can do anyone of the following:
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Define start station
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Define start point or start coordinates
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Define the horizontal element
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Define the vertical profile
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Choose either a template or XML cross sections
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Choose an optional DTM surface
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Select a DXF Reference Line
Define Start Station
Each road has to have a starting station defined. The starting station will place the station sign automatically for you after you enter the station. Stations generally are measured in 100 foot intervals
when working in feet, and measured in 1000 metre intervals when in metric projects.
There are three station format settings that you can choose from: 0+000.000, 0+00.00, or 0.000. You
can change this by going to the Main Menu | Settings | Options or by pressing the Alignment C/L button and selecting Settings.
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Note: Positive or negative start stations are valid.
Define Start Point or Coordinates
Every road that you create needs to have a starting location defined. You have two options available
to define this location.
Start ID
If you have a point stored in your project's database that is also the start point for the alignment, you
can use this point as the start location. Simply enter the point number in the Start Pnt field, or use the
point chooser to select it from the map. Once you've selected the point, the point's Northing and Easting values will be displayed. At this point, the elevation is not needed because the profile is what
defines the elevations along the road.
When you use the point chooser or enter a point id, all that will happen is the coordinates for the point
are written to the alignment file. The next time you open the alignment file, you will no longer see the
point ID that was used, you will only see the coordinate values.
Enter Coordinates
If you don't have a point that defines the start location, you can define it by entering a Northing and
Easting value. You have to leave Start ID field blank if you want to enter coordinates.
Manual Entry - Alignment C/L
Main Menu | Roads Manager | Edit Road | Alignment C/L
To define the centerline data press the Alignment C/L button which will open a menu. On this menu
select Edit to open the C/L Editor.
If you're entering a new road the C/L Editor will not have any elements listed. In the example shown
below there are three elements defined; 2 tangents and 1 curve element. In the element list, it will
always display the length of the element and its end station. Furthermore, all elements that are
defined will be displayed in the Map so you can visually confirm that the geometry is correct.
Delete C/L Alignment
You cannot delete a C/L Alignment once it has been created.
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Main Menu
The C/L Editor can display a view of the map along the bottom. This view can be toggled on and off by
pressing the Show Map/Hide Map button.
If you would like to zoom into or pan around the map, press the Map View button which will display
zoom and pan controls. Press the Close View button when you want to return the C/L Editor.
Adding an Element
To add an element to a road you need to use the Add Element button. Once you press this you will
see 5 options appear that will help you define the different elements supported by FieldGenius.
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Line (Tangent)
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Curve
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Spiral
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Spiral-Curve-Spiral
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Chain
Tip: When you're prompted for a distance or direction, you can always use the distance and direction
recall features just like you would for COGO calculations.
Line (Tangent) Element
In the Line Element editor, gray fields indicate fields that cannot be edited. All other non gray fields
can be edited by the user. When you enter your known values and have confirmed their correctness,
press OK to save these values, or press Cancel to exit without saving.
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A tangent is defined by a direction and length. There are four ways you can define the tangent and
they are explained in further detail below.
Direction and Length
If you know these two values, you can enter them in their respective fields. You will see that the end
coordinates and end station will be computed automatically.
End Nothing and End Easting
If you know the coordinates for the end of the tangent, you can enter them in the End Northing and
End Easting fields. Once you've done this, the direction, length and end station fields will be updated
automatically.
Direction and End Station
If you know the direction and end station of the tangent, enter these known values in their respective
fields. Once you've done this, the length and end coordinate fields will be updated automatically.
End Point ID
If you have a point in the project database that defines the end of the tangent, you can enter the point
number in the ID field, or use the point chooser to select it from the map. Once you've done this, the
direction, length, end coordinates and end station fields will automatically be updated.
Curve Element
When you select this option your will see the curve editor with most of the fields being empty.
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Main Menu
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.
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Define Known Data
To solve for this type of element you need to know:
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Spiral Direction
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End Radius
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Spiral Length
In the editor, gray fields indicate fields that cannot 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.
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Main Menu
Spiral – Curve – Spiral
Define Known Data
To solve for this type of element you need to know:
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Spiral Direction
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Spiral In Length
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Spiral Out Length
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Curve Radius
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Curve Length
In the editor, gray fields indicate fields that cannot 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.
Chain
Use this option if you want to select points or figures in your drawing to define the centerline and the
profile (optional).
When you select the Add Figure option you will be taken to the map screen where you can select a
figure.
You can also add points individually by using the Add Points(s) button.
Press OK to save the chain, press Cancel to exit without saving.
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Note:
You should only select Tangent sections for a Chain. If you Add a Figure which contains arcs or splines, the chain will straight-line any curved segments, so the resulting
Chain length and stationing will not be the same as the original Figure.
Chain Element
When you return to the road editor you will see that a chain element has been created. Chain elements differ from regular elements in that even though a chain can be made up of line and curve elements, it will appear in the list as a chain.
Auto Profile
After you press OK, you will be asked if you would like to create a vertical profile based on the chain
point's elevation. If you select Yes, then you will be prompted for a Profile Name.
Vertical Profile
As mentioned above, a vertical profile can optionally be created automatically. If this option is chosen
by the user, PVI points will be created for the profile. Each PVI point represents the points that make
up the chain.
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Main Menu
Manual Entry - Vertical Profile
Main Menu | Roads Manager | Edit Road | Vertical Profile
To create your vertical profile for your alignment, press the Vertical Profile button. When you do this
you will see two options: New and Edit. Press New to create a new profile. If you want to edit an existing profile, then you need to select the profile, and then press the Edit button.
Delete Profile
You cannot delete a profile once it is created.
Profile Editor Overview
When you create a new profile you will see the profile editor. The Add Element button is the command center for you profiles and it allows you to add profile elements:
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PVI
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Parabolic Curve
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Unsymmetric Parabolic Curve
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Circular Curve
Once created, you can always edit and delete each element.
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Station Check
Use this button to calculate an elevation along your vertical profile at the station you define. In the
example below you will see the station entered was 0+150, and the computed elevation is 382.750.
The station check button can be used with all vertical element types.
High / Low Display
When you use the High / Low button it will compute the high and low points for your vertical profile.
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Main Menu
In the example above you can see that the high and low points are listed in the grid. This option can be
used to display the high / low information for all vertical profile elements.
PVI Element
PVI elements are essentially straight grade segments that change direction at grade breaks. Each
grade break (PVI) has to be defined by a station and elevation.
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When you select to add a PVI element you will have two fields available where the station and the
elevation at that station can be entered. Once you have a minimum of two PVI points, the slope of the
line will be displayed.
Parabolic Curve Element
This option allows you to enter an equal tangent vertical parabolic curve. At a minimum you need to
know the PVI Station, PVI Elevation, and Curve Length for your vertical curve. Furthermore if this
is a new profile you need to define a PVI point before the vertical curve, as well as define a PVI, Parabolic, or Unsymmetrical Parabolic curve after the vertical curve. Elements are needed before and
after the vertical curve element so the profile editor can calculate the tangents.
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Main Menu
In the example you will see that a PVI was established for the beginning of the vertical profile. Then
the PVI for the vertical curve was defined, as well as another parabolic curve. You will also notice that
if you click a Para element, its location will be displayed in the display area.
Station Check
You can also do a station check on a parabolic vertical curve. Simply press the Sta Check button and
enter the station you would like to compute an elevation for.
High / Low Calculation
With all vertical curves, the high or low point can be computed. For example, if we use the High/Low
button to compute this information you will see the high point is at station 0+154.167 at an elevation of
382.761m.
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Unsymmetrical Parabolic Curve Element
This option allows you to enter an unequal tangent vertical parabolic curve. As a minimum you need
to know the PVI Station, PVI Elevation, Curve Length In, and Curve Length Out for your vertical
curve. Furthermore if this is a new profile you need to define a PVI point before the vertical curve, as
well as define a PVI, Parabolic, or Unsymmetrical Parabolic curve after the vertical curve. Elements
are needed before and after the vertical curve element so the profile editor can calculate the tangents.
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Main Menu
In the example you will see that a PVI was established for the beginning of the vertical profile. Then
the PVI for the unsymmetrical vertical curve was defined, as well as another PVI element. You will
also notice that if you click an Unsym element, its location will be displayed in the display area.
Station Check
You can also do a station check on an unsymmetrical vertical curve. Simply press the Sta Check button and enter the station you would like to compute an elevation for.
High / Low Calculation
With all vertical curves, the high or low point can be computed. For example, if we use the High/Low
button to compute this information you will see the High point is at station 0+233.333 at an elevation
of 382.786m.
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Circular Curve
This option allows you to enter an equal tangent vertical circular curve. At a minimum you need to
know the PVI Station, PVI Elevation, and Curve Radius for your vertical curve. Furthermore if this
is a new profile you need to define a PVI point before the vertical curve, as well as define a PVI, Parabolic, or circular after the vertical curve. Elements are needed before and after the vertical curve element so the profile editor can calculate the tangents.
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Main Menu
In the example you will see that a PVI was established for the beginning of the vertical profile. Then
the first vertical circular curve was defined, as well as two more circular curve elements after and to
finish it off, a final PVI is needed. You will also notice that if you click a circular curve element, its location will be displayed in the display area.
Station Check
You can also do a station check on a vertical circular curve. Simply press the Station Check button
and enter the station you would like to compute an elevation for.
High / Low Calculation
With all vertical circular curves, the high or low point can be computed. For example, if we use the
High/Low button to compute this information you will see the High point is at station 0+164.199 at an
elevation of 2.661m.
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Manual Entry - Template
Main Menu | Roads Manager | Edit Road | Template
You can define templates that will be used to create a cross section along your alignment. You can
create new templates, and edit existing ones you've created. Each template can have unlimited
zones right or left of the centerline. Each template can contain zone modifiers that can help you define
sections that need widening or superelevation.
When you create a new template you will be asked for a template name. After you enter the name you
will see the Template editor.
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Main Menu
Add Zones
Many software programs refer to templates as having segments, in FieldGenius they are referred to
as zones. Zones contain horizontal and vertical components, and these zones are located on the right
or left of the template centerline.
You first need to define what side of the centerline your zone belongs to: Left or Right.
Once you do that you can choose the Add Zone command from the Commands button.
When you select the add zone command you will see your first zone item appear in the grid area. You
need to enter a horizontal width distance and then specify how you will be defining the slope for the
zone. The slope for the zone can be defined by entering a slope value (%) or a vertical distance also
referred to as a delta Z. In the example shown below you will see that three zones have been defined
for the left side of the template.
By default all new zones are attached to the zone found furthest from the centerline.
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Delete Zones
Any zone that is highlighted in the zone list can be deleted by using the Delete Zone command.
There is no undo, so be careful when you use this command.
Clear All
At any time, you can clear the zone list so you can start over. To do this use the Clear Zone command. There is no undo, so be careful when you use this command.
Mirror Zones
There are two variations of this command. You can mirror your zones from left to right, or right to left.
In our example from above, when the Mirror Left to Right command is used, the zones are duplicated on the right side of the template.
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Main Menu
Note: Depending on what side you're displaying, you will only see the zones listed for that side of the
template. To see the zones for the other side you need to change to the opposite side using the Left
Zone and Right Zone buttons.
Move Zone
Zones can be shifted around by moving them in or out form the centerline. To do this, use the Move In
and Move Out commands.
View Zone Modifiers
The template you define is a typical cross section for the entire alignment. You can define changes to
the template at specific stations and these changes are referred to as Zone Modifiers. Zone modifiers modify the typical template to allow for deviations such as road widening and super elevations.
This tool is meant to be used when you've defined zone modifiers. Please see the advanced template
editing for more information.
Advanced Zone Edit
Advanced editing of your zones is available to give you even more power and flexibility. Being able to
modify the zones at specific stations, allow you to create template transitions, widenings and superelevation transitions.
You first need to highlight the zone you want to modify in the zone list. Once you do that press the
Advanced Zone Edit… command. This will then display the zone editor for the zone you've selected, in this example it is zone 3.
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By default when you create a zone, the width, delta elevation and slope are used from the beginning
of the zone to the end. The start and end stations are determined by start and end station defined in
the horizontal alignment.
Slopes Modifier
When you use this button you will see the slope modifier page. On this page you can define different
modifiers that change the slope or delta Z value for the zone.
Cut/Fill Modifier
When you use this button you will see the cut/fill modifier page. On this page you can define different
modifiers that change the cut / fill value for the zone.
Note: This function is currently not implemented fully and is reserved for a future version.
Cut/Fill Slope values from the hinge point can be set in the Options screen.
Widths Modifier
When you use this button you will see the widths modifier page. On this page you can define different
modifiers that change the width value for the zone.
Advanced Template Editing
Advanced Zone Edit – Widening Example
In this example we will use the template example from the Template section. We want to widen the
template at a specific station and change the grade of the template.
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Main Menu
The original zone 3 has a constant elevation and width from beginning to end, but we want to modify it
to include a section that has a slope and width difference.
The new zone 3 will look like the following example. From station 6+00 to 7+00 the width of the zone
transitions from a width of 5' to 10' and the elevation transitions from 0 down to -2'. Then from station
8+00 to 9+-00 it transitions back to the normal width and grade.
Slope Modifier
First you need to highlight the zone that you want to add modifiers to.
Then select the Advanced Zone Edit command from the commands button. This will open the zone
modifier screen for the zone. In our example, we'll be modifying zone 3 on the left side of the template.
To add slope modifiers, press the Slopes (#) button. From here you can press the Add button to add
modifiers for the zone. The following table shows the information that would have been inputted.
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You have to define if you are entering a relative vertical change, or want FieldGenius to compute it for
you using a slope percent and horizontal distance for the zone. You can do this by selecting the Vert
Type and set it to Vertical Distance or Slope.
Press Ok to save the modifiers.
Widths Modifier
First you need to highlight the zone that you want to add modifiers to.
Then select the Advanced Zone Edit command from the commands button. This will open the zone
modifier screen for the zone. In our example, we'll be modifying zone 3 on the left side of the template.
To add width modifiers, press the Widths (#) button. From here you can press the Add button to add
modifiers for the zone. The following table shows the information that would have been inputted.
Press Ok to save the modifiers.
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Main Menu
Checking Width Modifiers
At any time from the Template editor you can confirm that your modifiers are correct by using the station slider.
If we use our example from above, and want to preview the template at station 6+00, you can do so
by entering it in the station field.
If we check station 7+00 you will see that the zone now extends further and drops down.
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Advanced Zone Editing – Superelevation
In this example we will use the template example from the Template section. We want to add superelevation data to our template so it can be staked in the field. FieldGenius cannot calculate surperelevations; you need to know what delta z or slope the zone should be transitioning for your
superelevation section.
To do this we will be adding slope modifiers to Zone 1 L and Zone 1 R.
Labels A to F show the stations where we will be adding modifiers to modify the template so the road
transitions from normal crown to full superelevation and back. Note: In this example the superelevation is exaggerated for ease of viewing.
Slope Modifier
First you need to highlight the zone that you want to add modifiers to.
Then select the Advanced Zone Edit command from the commands button. This will open the zone
modifier screen for the zone. In our example, we'll be modifying zone 3 on the left side of the template.
To add slope modifiers, press the Slopes (#) button. From here you can press the Add button to add
modifiers for the zone. The following table shows the information that would have been inputted.
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Main Menu
Press Ok to save the modifiers.
Checking Width Modifiers
At any time from the Template editor you can confirm that your modifiers are correct by using the station slider.
If we use our example from above, and want to preview the template at station 9+00, you can do so
by entering it in the station field. You will see at this station we have a typical road cross section.
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If we check station 10+78.54 you will see that we are at the full superelevation section.
LandXML Cross Sections
Main Menu | Roads Manager | Edit Road | Cross-Sections
LandXML cross sections are created with desktop software such as Eagle Point, Caice, LDD and
many others.
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Main Menu
If you import a LandXML file that has cross sections in it, you can immediately go to the Roads Manager and select the road to stake. You will see the roads in the Cross-Sections list. Choose one, then
press the Stake Roads button you will see the stake Alignment screen.
Please see the Stake Alignment section for more information about using this command.
Alignment DTM Surface
Main Menu | Roads Manager | Edit Road | DTM Surface
If you've imported a surface file, either through the QSB or LandXML importer, you can stake to the
surface along a defined horizontal alignment.
All you need to do is define the alignment using the Alignment C/L button then select a surface from
the surface drop down list found next to the DTM Surface button.
When you press the Stake Road button you will see the alignment screen. In the area where you
would normally see your cross section or template, you will now see the surface at the stake station
you have defined.
If you enter a Design Offset, it will compute an elevation based on the surface.
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Alignment Staking - Part 1
There are two things that have to happen before you can stake a road.
1. You have to create an alignment, vertical profile and a template. Or…
2. Import a LandXML file and use XML cross sections to stake from.
Stake from Alignment, Profile and Template.
If you've taken the time to define your alignment, you need to select the vertical profile and template
that you want to stake from in the road settings screen.
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Main Menu
Use the Stake Road button to start the road staking which will display the Stake Alignment screen.
Station and Station Interval
If you enter a station interval, it will move forward and back along the alignment by this amount when
you use the Prev and Next buttons. This interval will start from the station that is currently entered in
the Stake Station field.
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Stake Station
You can also manually enter the station you would like to stake by entering it in the Station field.
Design Offsets
Move Along Template
You can move along the template by using the Left and Right buttons. As you do this the offset from
the centerline will be displayed in the Offset field. Furthermore you will see what side of the template
you're on by looking at the direction field. You will also note in the template preview, the "x" visually
marks the design offset.
Define an Offset
You can define your own offset to stake by entering the value in the Offset field. To enter a Left offset,
use a negative value.
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Main Menu
Stake Offset and Setback
Stake Offset
By default the Stake Offset will equal the Offset value. The stake offset is designed to help you enter
the offset that you want to stake your point at. Sometimes, the contractor asks you to stake a point at
a certain distance from the centerline, this will help you do that.
Setback
The setback and stake offset fields work in conjunction with one another. You will note that as you
enter a stake offset, a value is computed in the setback field. This value is computed by subtracting
the Stake Offset from the Design Offset.
If you know that the offset or setback for a template point is to be a specific value, enter the value in
the setback field; the stake offset field will update automatically.
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You will note that when a setback or stake offset is defined, you will see an orange circle in the preview screen. This circle indicates the location of the setback.
Note: If you want to make sure that you're staking nothing but design points along the template, then
make sure the Setback field is equal to 0.0.
Elevation and Vertical Offset
Elevation
The field will show you the computed elevation on the template at the design offset specified. This
value can be changed to allow you stake a different elevation.
Vertical Offset
This field works in conjunction with the elevation field. If the user enters a different elevation than the
one that was computed on the template, the difference between the elevations is shown in the vertical offset field.
If you know what the vertical offset is for the point you're staking on the template, you can enter it in
this field. You will see the elevation for the point update to reflect the offset you defined.
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Main Menu
In the template preview screen you will see an orange circle. This circle indicates the location of the
vertical offset point that will be staked.
Note: If you want to make sure that you're staking nothing but design points along the template, then
make sure the Setback field is equal to 0.0.
Template Preview
You can zoom into your template using the zoom controls. You can also pan the template by tapping
on it and dragging it on the screen.
Use the Map button to display the location of the template along you alignment. This will be displayed
in the map view window.
Stake Offset
Once you've defined that point you want to stake, you can select the Stake Offset button to start the
staking process. When you press this button you will see the staking toolbar. For an explanation of
the staking toolbar and alignment staking, please refer to the next section, Alignment Staking - Part 2.
Stake Slope
This is the Stake Slope toggle. Normally you will slope stake from the hinge point on the template,
but it is totally up to you. The slope staking feature can be used from any point on the template.
Road Settings
Press this button to return to the road settings screen.
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Stake from LandXML Cross Sections
To stake cross sections from a LandXML file you first need to import it using the LandXML importer
found in the Import Menu.
You can then select the alignment form the map screen to open the Roads Manager, or you can
access it form the Roads Menu. In this menu you can select the alignment that has the cross sections, and then press the Road Settings button.
You then have to select the cross section that you want to use by selecting it in the cross sections
field.
When you press the Stake Road button you will see the Stake Alignment screen which is described
in detail above.
Stake Alignment with a Reference Line
To stake to an Alignment using a Reference Line the user needs to first import in a XML file containing
an alignment then a DXF file is needed for the Reference Line information. Use the Importer feature
found in the main menu to bring in both data files.
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Main Menu
After this is completed go into the Roads Manager to select which road alignment to use. Continue by
pressing the Manage Road button to take you to the Road Settings page. The Alignment info should
be updated and reflect a valid Start Station and Alignment C/L length. From here the user must define
a line by pressing the Select Reference Line button at the bottom of the list of settings.
By pressing this it will take the user to the Map View where you can navigate around the screen to
select the appropriate DXF linework to be used in as the Reference Line in the routine. Once selected
press the OK button to take you back to the Road Settings page where the label for that line will now
be displayed.
Press the Stake Road button if you are satisfied with the selected road alignment and reference line
to proceed to the Stake Reference Line setup page.
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From the Stake Reference Line dialog the user can customize the features work flow by the following
settings;
Alignment Station
In this section the user has the ability to set which Station location to start at and the interval distance
to use when proceeding to the next station. There are additional settings to further control the moving
from one station to another.
The AUTO check box when check ON will automatically move up the next station interval by either
incremental or decremental along the alignment after a point has been stored.
The Include Element Transition Points check box when checked ON will stop at the next vertical and
horizontal deflection point along the alignment. This will ignore the station interval value to ensure a
key transition point is not skipped over.
Reference Line Offsets
Here the user can enter in a Horizontal and Vertical offset value. This offset will be calculated from
the point on the referenced line. An interval can also be applied here manually for the horizontal offset
value.
When you are satisfied with the values entered press the Stake Reference Line button to continue to
the Stake Point screen. After a point has been successfully staked out and stored the routine will go
back to the Stake Reference Line window. Alternatively pressing the Cancel if you wish to back out
to the Map View screen.
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Main Menu
Alignment Offset Staking
Continued from Alignment Staking...
From the stake alignment screen, when you press the Stake Offset button if you are staking with a
robotic instrument or GNSS you will immediately see the staking toolbar. If you are staking with a conventional instrument you will see the turn-to information first, directing you to the design point.
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The alignment offset staking process is very similar to normal point staking. What is different is you
will see the station/offset information about where the prism is in relation to the alignment and more
importantly, to the point you're staking.
Staking Method
Turn an Angle: You will see the horizontal angles to the design point and to your actual measurement. This is useful for getting online (left/right) with a conventional total station.
Directional: You will see the move distances (In/Out/Left/Right or N/S/E/W, as well as Cut/Fill) guiding you from the actual measurement to the design point.
Radial: You will see a direction and distance guiding you from the actual measurement to the design
point.
Stationing - Absolute: You will see the offset of the actual measurement along the alignment.
Stationing - Relative: You will see the move distances guiding you along the alignment from the
actual measurement to the design point.
Staking Information
The station/offset of the design point is indicated directly on the staking toolbar, and also in the
Staking Information screen which you can access by pressing the Info button in the staking toolbar.
The station/offset of the actual measurement is available in the Staking Information screen.
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Main Menu
The move or rotate information which will guide you from the actual measurement to the design
point is indicated in the observation toolbar. You can press the Page button to toggle between various
information if you do not see these values. If your measurement is within your defined tolerance of the
design point then the text will be green, if not then the text will be red. This information is also available in the Staking Information screen. The type of information shown will vary based on your current
Staking Method.
Template Preview
At any time during your staking you can press the Profile button to see the actual
rod position which will be shows as an orange circle, in relation to the template
defined for the alignment.
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Zoom Stake
If you press the Zoom Stake button in the staking toolbar, you will be zoomed in to show you both the
design point and the actual measurement. The green circular area surrounding the design point
reflects the area where you are within the defined staking tolerances.
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Main Menu
Store Point
When you are ready to store the stake point press the Store Point button. You will then see the results for your stakeout.
If you are using GNSS to stake the alignment, then you will not see the Store Point button. Instead,
press the Measure button to trigger a measurement and then store the resulting shot.
Press Save Point and Raw Data to store a point for this shot and to write your stake and cut sheet
records to the raw file. By default the description for the stored stake point will equal the station and
offset that was being staked.
Press Save Raw Data to write your stake and cut sheet records to the raw file, without storing a
point.
If you press Cancel, nothing is stored or written to the raw file.
Records written to raw file
Following are the records that are written to the raw file when you store a point.
If you do not store a point then the SP (Store Point) record is not recorded as no point was stored in
the database.
SP,PN4,N 20000.0068,E 5000.0099,EL100.1038,--0+00.00 C 0.000
CF,ST0.000,OD1,OL0.010,EL100.1038,GD100.0000
OE,ST0.000,OE0.010
DE,PN,N 20000.000,E 5000.000,EL100.000,-SD,ND-0.007,ED-0.010,LD-0.104
SK,OP1,FP4,AR201.48000,ZE93.10000,SD269.6600,--0+00.00 C 0.000
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Alignment Slope Staking
Continued from Alignment Staking...
When you're staking a point from a template, you can select the Stake Slope button from any point.
However, you will usually slope stake from the hinge points on your template.
When you start slope staking and you measure your first shot, the program computes an intersection
between a horizontal plane containing the measurement and the slope defined in the stake settings
from the hinge point. FieldGenius will then compute a best guess location for the catch point and will
tell you how much you need to move. After you measure a second shot, FieldGenius will create an
imaginary line between the two shots and intersects the slope from the hinge point. It then computes
a new solution for the catch point.
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Main Menu
At any time during your staking you can press the Profile button to see the actual
rod position which will be shows as an orange circle. You will also see the slope
lines from the hinge point.
When you get near the catch point if you press the Zoom Stake button you will see a green circle in
the map view representing the area within your specified staking tolerances.
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Slope Staking Results
When you store your catch point position you will see the results screen. This screen will always
report the following:
Cut or Fill Slope: The first line will always tell you if you staked a cut slope or fill slope. It will also
display the design slope that was specified and record the actual computed slope that was staked.
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Main Menu
Station: This will display the station of the template or cross section, and will show the actual station
staked at the catch point.
Hinge Point: This is the distance from the rod position to the hinge point. It will also indicate the vertical distance from rod position to the hinge point. A cut indicates that the hinge point is lower; fill indicates that it is higher than the current rod position.
Center Line: This is the distance from the rod position to the centerline. It will also indicate the vertical distance from rod position to the centerline. A cut indicates that the centerline is lower; fill indicates that it is higher than the current rod position.
Save Shot
Press Save Point and Raw Data store a point for this shot and to write your stake and cut sheet
records to the raw file. By default the description for the stored stake point will equal the station and
offset that was being slope staked. An example of an auto generated description is CP 4+00.00 R
22.000. The CP stands for Catch Point.
Press Save Raw Data to write your stake and cut sheet records to the raw file, without storing a
point.
If you press Cancel, nothing is stored or written to the raw file.
Records written to raw file
Following are the records that are written to the raw file when you store a point.
If you do not store the staked point, the SP (Store Point) record will not be recorded as no point was
stored in the database.
SP,PN81,N 5002.9770,E 4997.8367,EL99.9829,--CP 0+12.00 L 1.000
SL,ST12.000,OD2,EL99.983,GD99.983,AS0.005,HH0.985,VH0.966,HC1.985,VC0.966,CF0,DS1.000000,OB1.019583
SK,OP100,FP81,AR282.28000,ZE90.16000,SD3.6800,--CP 0+12.00 L 1.000
Slope Staking with Offset/Setback
In the Stake Alignment screen if you specify a stake offset or a setback distance, after you store your
catch point position you will be asked if you want "Continue with staking the catch point setback?" If
you press No, then this will be cancelled.
When you press Yes, you will then see the "Turn To" screen which will stake a position that is offset
from the computed catch point. This offset will be equal to the offset you specified in the alignment
screen.
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Now on the staking toolbar you will see the word Stk: Pnt CP Setback which indicates you're currently staking a slope stake setback point.
When you get to the offset position and store the point you will see the results screen once again.
This time, the offsets to the hinge point and centerline will include the offset distance.
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Main Menu
The vertical distances that are reported on the results screen are not computed using the current rod position. These values will be in relation to the actual catch point that was staked.
When you store the point you will see that the description that is auto generated for the point will be
similar to the following example. REF CP 4+00.00 R 24.00
Records written to raw file
Following are the records that are written to the raw file when you store a point.
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If you have the Store Staked Point toggle turned off in the stake settings screen, you will see that no
SP record is recorded as no point was stored in the database.
SP,PN5004,N 5007.7522,E 5001.5139,EL100.1445,--CP 0+06.00 L 1.000
SL,ST6.000,OD2,EL100.144,GD100.144,AS0.002,HH0.498,VH0.501,HC1.498,VC0.501,CF0,DS1.000000,OB0.994169
SK,OP101,FP5004,AR353.45220,ZE90.23420,SD13.9200,--CP 0+06.00 L 1.000
SP,PN82,N 5007.2194,E 5002.2307,EL102.2842,--REF CP 0+06.00 L 2.000
SR,ST6.000,OD2,EL102.284,GD100.144,AS0.002,HH2.390,VH0.501,HC2.387,VC0.501,CF0,DS1.000000,OB0.994169,OL1.000
DE,PNCP Setback,N 5007.078,E 5002.253,EL100.144,-SD,ND-0.141,ED0.022,LD-2.140
SK,OP101,FP82,AR351.10340,ZE82.00000,SD14.6850,--REF CP 0+06.00 L 2.000
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Total Station Reference
TOTAL STATION REFERENCE
Make and Model Settings
FieldGenius includes instrument and GNSS drivers for most popular brands. This list of supported
hardware is constantly changing and for a complete list of supported hardware, please visit the following webpage: http://hardware.microsurvey.com
Total Station Profile
Main Menu | Connect | Edit Total Station Profile
This screen will help you configure your total stating settings such as the make and model of instrument you plan on using and set any desired parameters you may need to use with your instrument.
This option will only be available if you specified Total Station in the Instrument Selection screen and
then Edit a profile.
Model and Communication
This allows you to specify the make and model of instrument that will be connected to FieldGenius.
You can also specify the communication settings such as baud rate and com port. See the Model and
Communication topic for more information.
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Target Manager
This allows you to create, copy, and delete targets in FieldGenius. You can define a unique backsight
and foresight target for example. See the Target Managertopic for more information.
EDM Settings
This allows you to specify if you will be using prism offsets in FieldGenius and allows you to specify
tolerances that will be used to ensure your EDM measurement meet your criteria. See the EDM Settings topic for more information.
Tolerance Settings
This allows you to specify angular distance tolerances that will be used by the traverse routines. See
the Measurement Tolerance topic for more information.
Search Settings
When using a robotic instrument, you can specify search window parameters. See the Search Settings topic for more information.
Model and Communication
Main Menu | Connect | Edit Total Station Profile | Model and Communication
This is where you can specify the make and model of instrument you will be connecting to, as well as
specify your communication parameters.
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Total Station Reference
Total Station Make
Use this to select the make of your instrument.
Total Station Model
Use this to select the model of your instrument.
Status
This indicates whether FieldGenius is Connected or Not Connected to your instrument.
Port, Baud Rate, Data Bits, Stop Bits, and Parity
If you know the settings of your instrument you can set them here in FieldGenius. They have to match
exactly the ones on your instrument or you will get a communications error when you try to connect.
It is important to confirm these settings on your instrument when you're trying to connect
FieldGenius for the first time! Most connection problems occur because the user has specified
parameters that don't match the ones on their instrument.
On many data collectors you can select Bluetooth as your communication port. If you select the
Bluetooth port, the traditional serial communication options (Baud Rate, Data Bits, Stop Bits, Parity)
will be replaced with a Bluetooth Search function.
Please note that not all Bluetooth-enabled devices will list Bluetooth as a Port option.
In some cases you must configure and use a virtual COM port through Windows CE's
internal Bluetooth Settings, for example COM6.
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Bluetooth Search
If you set the port to Bluetooth, a Bluetooth Search button will appear. Press the search button to
find the device you want to communicate wirelessly with. All devices within range will be listed,
choose the one you want to use
The device you selected will be saved into your instrument profile for future use so you do not need to
Search every time.
Bluetooth PIN
After initiating a Bluetooth connection, you will be prompted to enter the PIN (passkey) for the instrument you are connecting to. If your instrument does not need one just leave it blank and continue by
pressing OK.
The PIN you enter will be encrypted and stored in your instrument profile.
RC Port
If you are connecting with a Topcon Robot, you can specify which port on your data collector the RC
unit is connected to.
Radio Settings
Use this to set the communication parameters for your radios or other communication device, such
as the channel or frequency. You can also use it to specify a direct connection to FieldGenius instead
of using radios. Please see the Radio Settings topic for additional information.
Connect
Use this to connect to your instrument after you have specified your communication settings.
If you see the following message, "No communication with instrument. Check settings, cables and
power." read the No Communication topic for possible causes.
FieldGenius connects successfully, the Status will change to "Connected", and if your instrument
supports graphical representation of the level bubble, you will see the Check Level screen.
Radio Configuration
Main Menu | Connect | Edit Total Station Profile | Model and Communication | Radio Settings
Use this to specify if you want to connect to your robotic instrument using a direct connection or
through the instrument's radios. If you're using a Topcon, you can specify your RC unit as the communication device and assign a COM port for it. Press the Radio Settings to bring up the options for
what type of radio you are using to connect to the Topcon instrument.
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Connection
Direct
This will allow you to connect directly to your instrument through an instrument cable.
Radio
This will allow you to connect to your instrument using external radios. Select your radio channel, if
this option is available.
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Note: If you are using radios with your instrument but this option is disabled or not available, then pick
the Direct option instead.
RC
This will allow FieldGenius and your instrument to communicate through the RC unit.
EDM Settings
Main Menu | Connect | Edit Total Station Profile | EDM Settings
Total Station Toolbar | Instrument Settings | EDM Settings
From here you can specify EDM settings such as prism offsets and measurement modes.
EDM Settings
Time Out (s)
Use this to specify the length of time FieldGenius will try to receive a measurement from your instrument. You may need to set this to a higher number if you're trying to receive measurement in wooded
areas or long sights.
Use Default Time Out
If this is checked on FieldGenius will use a default time out value. If you would like to change it you
need to uncheck it and update the Time Out field.
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Minimum and Maximum
You can specify the minimum and maximum distance that FieldGenius will accept as being valid.
Example is if you set this the minimum to 10 feet and you measure 5 feet, FieldGenius will not record
the measurement and will display a "Distance out of range" error in the status toolbar.
Guide Light
If your instrument has guide lights you will be able to set their intensity modes here. Please refer to
your owner's manual for more information on the different intensities.
Measurement Tolerance
Main Menu | Connect | Edit Total Station Profile | Tolerance Settings
Total Station Toolbar | Instrument Settings | Tolerance Settings
Use this to set tolerances that are used when you're using the multi-set collection function in
FieldGenius.
Horizontal Angle Tolerance (sec)
Use this to specify the tolerance for your horizontal angles in seconds. When you store your multi-set
point, if the Standard Deviation exceeds this value you will be notified when you store the point.
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Vertical Angle Tolerance (sec)
Use this to specify the tolerance for your vertical angles in seconds. When you store your multi-set
point, if the Standard Deviation exceeds this value you will be notified when you store the point.
Distance Tolerance
Use this to specify the tolerance for your measured distances. When you store your multi-set point, if
the Standard Deviation exceeds this value you will be notified when you store the point.
Please refer to the Muti-Set topic for more information on how to record a set.
Search Settings
Main Menu | Connect | Edit Total Station Profile | Search Settings
Total Station Toolbar | Instrument Settings | Search Settings
When using a robotic or motorized instrument you can specify search settings for your instrument.
Search Modes
Some of FieldGenius's search modes are common to all robotic instruments, but there are a few
model specific ones. The modes available are:
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Relative Window
This allows you to specify a "window" defined by measuring a point at the top right and bottom left
corners. If you press the search button, the search limits will be relative to the direction the instrument
is currently pointing. In other words if your search window ranges are 30° horizontal and 30° vertical,
it will apply this to your current direction. So the search will be limited to an area 15° left, right, up and
down from your current direction.
Absolute Window
This allows you to specify an absolute search "center" for your search window. This forces
FieldGenius to search in an absolute area defined by the angles set in the search window center
fields. Furthermore, the search window range parameters apply to the search window center. For
example, let's assume you defined 180° as the horizontal search window center, and the horizontal
search window range is 30°. Your instrument will be forced to search in an area 15° left and right of the
180° plate reading. So if your prism is situated at a circle reading of 210°, it would never find you as
the instrument would never go past a circle reading of 195° (180+15) when searching.
RC-2 Fast Track
If you're using a Topcon instrument, you can set the search mode to RC-2. This will force the instrument to use the RC-2 system for the search.
PS Next
This setting will appear if your Leica instrument has the power search system. Using this setting with
FieldGenius onboard will operate the new directional Power Search function relative to the prism.
Pressing the PS button on the right side will force the instrument to start its search turning to the right.
If FieldGenius is being operated via a Data Collector and this setting is used the functions will be relative to the Instrument. So pressing the PS button on the right side will force the instrument to turn to
the left.
PS Next (Reversed)
This setting will appear if your Leica instrument has the power search system. Settings it to this will
reverse the behaviour of the Power Search directional function. If FieldGenius is being operated
onboard then pressing the PS right will turn the instrument left and opposite if FieldGenius is being
operated on a data collector.
PS Absolute Window
This setting will appear if your Leica instrument has the power search system. This will force the
power search system to do a relative search based on the search window range.
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RC-PR
If you're using a Sokkia SRX, you can set the search mode to RC-PR. This will force the instrument
to use the RC system for the search.
Search Window Range
Use this to define the upper right corner and lower left corner of your search window. Pressing the
measure button will step you through the procedure and it will calculate the horizontal and vertical
search range. This range will be applied to the instrument's current direction when the user presses
the search button.
Search Window Center
Use this to set an absolute center for your search window. The search window range parameters will
be applied to the search window values that were measured. Pressing the measure button will step
you through the procedure and it will calculate the horizontal and vertical search range.
Auto search for prism
If this is checked, then if your instrument has lost its lock on the prism, FieldGenius will automatically
initiate a search for the prism when the measure button is pressed. You will see the word "Search" on
the lock button at the top of the robotic instrument toolbar while a search is in progress.
Conventional Total Station
When connecting to a conventional total station there are a few things you need to confirm before connecting to FieldGenius.
You need to know what the communication parameters are set to on the instrument. Please take the
time to find what the following settings are set to on the instrument: Baud Rate, Data Bits, Stop Bits
and Parity.
Because of all the different instruments available, we cannot provide help on retrieving these settings
from your instrument. Please refer to your owner's manual or contact technical support from your
equipment manufacturer.
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Total Station Profile
Once you know the settings, you can connect FieldGenius to the instrument. If you just installed
FieldGenius you can start the program and follow the prompts until you get to the Instrument Selection screen. From there, select Total Station as the Instrument Type, and then press the Add button
to create a new Instrument Profile. Name the profile for your instrument, and then press the Edit button to access the Total Station Configuration screen to configure your profile. From there choose the
Model and Communication button to configure FieldGenius.
You can also access this screen by going to Main Menu | Connect | Instrument Selection and
choose total station.
Select Make and Model
FieldGenius uses a smart driver that will poll the instrument to see what commands it supports.
Because of this you will see that in the Model section we don't list every instrument built by the manufacturer. If you're unsure of what make and model to choose visit our website and use the online helpdesk support center to do a search for your instrument.
Communication Settings
Confirm the settings so they match the settings from your instrument. If you don't know what the settings on the instrument are, you can always try the Default Comm Settings button.
Other Settings
On the Total Station Configuration screen, you can review the other options to set some additional
parameters for your instrument.
Connect to Instrument
If you're not connected to the instrument you will see a status of "Not Connected" displayed above
the Connect to Instrument button. When you're ready to connect make sure you have done the following:
1. Powered on the instrument
2. Levelled the instrument
3. Compensated the instrument.
4. Connected the data cable from the instrument to your data collector.
Once you have done all four steps, you can press the Connect to Instrument button. If you see a
status of "Connected" displayed above the Connect to Instrument button then you have successfully
connected.
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Getting Started
To start taking measurement you need to exit out the Total Station Configuration screen by pressing
close button. Depending on the instrument you connected to you will have different options available.
Please review the Instrument Toolbar topic for more information.
Tip: You can use the enter key on your device to take a measurement. For example, if your Measure
Mode is set to Sideshot and you press the enter key, your instrument will take a measurement.
Robotic Total Station
When connecting to a robotic total station there are a few things you need to confirm before connecting to FieldGenius.
You need to know what the communication parameters are set to on the instrument. Please take the
time to find what the following settings are set to on the instrument: Baud Rate, Data Bits, Stop Bits
and Parity.
Because of all the different instruments available, we cannot provide help on retrieving these settings
from your instrument. Please refer to your owner's manual or contact technical support from your
equipment manufacturer.
Create Total Station Profile
Once you know the settings, you can connect FieldGenius to the instrument. If you just installed
FieldGenius you can start the program and follow the prompts until you get to the Instrument Selection screen. From there, select Total Station as the Instrument Type, and then press the Add button
to create a new Instrument Profile. Name the profile for your instrument, and then press the Edit button to access the Total Station Configuration screen to configure your profile. From there choose the
Model and Communication button to configure FieldGenius.
You can also access this screen by going to Main Menu | Connect | Instrument Selection and
choose total station.
Select Make and Model
FieldGenius uses a smart driver that will poll the instrument to see what commands it supports.
Because of this you will see that in the Model section we don't list every instrument built by the manufacturer. If you're unsure of what model and make to choose visit our website and use the online helpdesk support center to do a search for your instrument.
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Communication Settings
FieldGenius has updated its Bluetooth connection process to save all previously connected devices
in a convenient pull down list. To connect to a Bluetooth device from the Instrument Selection screen
choose the type of device you wanting to connect to and Click "Add" button. This will prompt the user
to give the device a unique name and then proceed to the Instrument Profile screen. Now click on the
"Model and Communication" button to take you to the next screen where it will prompt the user for the
make and model of the device you wish to connect to. Press the "Bluetooth Device List" button to
take you to the BT device List screen where you can Search for, Edit or Delete a device.
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Other Settings
On the Total Station Configuration screen, you can review the other options to set some additional
parameters for your instrument.
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Connect to Instrument
If you're not connected to the instrument you will see a status of "Not Connected" displayed above
the Connect to Instrument button. When you're ready to connect make sure you have done the following:
1. Powered on the instrument and radios
2. Leveled the instrument
3. Compensated the instrument
4. Connected the data cable from the instrument to one radio, and your data collector to the other
radio
Once you have done all four steps, you can press the Connect to Instrument button. If you see a
status of "Connected" displayed above the Connect to Instrument button then you have successfully
connected.
Getting Started
To start taking measurement you need to exit out the Total Station Configuration screen by pressing
the Connect button. Depending on the instrument you connected to you will have different options
available. Please review the Robotic Instrument Toolbar topic for more information.
No Communication
When trying to communicate with your instrument you will see sometimes see a "No communication
with instrument. Check settings, cables and power." error message if FieldGenius can't make a connection with your instrument.
Usually this happens when your communication parameters are not the same on the instrument and
in FieldGenius. You need to check these settings again to make sure they're correct.
This can also happen if you have a bad cable. If you're using a robotic instrument you might have
setup your radios incorrectly.
Total Station Settings
Total Station Toolbar | Instrument Settings
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Use the vertical scroll bar along the side to access additional instrument settings if they cannot all fit
on screen at the same time.
Please note that not every instrument supports each of the following functions, so you may not see all
of the following buttons when connected to your total station.
Level Instrument
This will open the Check Level screen, where you can check how level your instrument is.
Instrument Information
When this is pressed, we will display the current battery status of your instrument. Note, not all instruments support this.
EDM Settings
Use this to set the EDM mode for your instrument. Every manufacturer has different measurement
modes available but we will list only those that your instrument supports. Please refer to your instrument manual for more information on the EDM modes your instrument supports. Any time you change
your EDM Mode, FieldGenius writes a comment into the raw file indicating which mode is being used.
Tolerance settings
This will take you to you measurement tolerance settings.
Set Angle
Use this to open the Set Angle screen where you can view the current angles and turn or flop your
motorized instrument.
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Auto-Center On / Off
Use this to automatically center the map when a point is shot. If turned on, whenever you take a
measurement, the current prism location will always appear in the center of your map display.
ATR On / Off
Use this to turn on and off your instruments Auto Target Recognition feature.
Laser Pointer On / Off
This turns on and off the instrument's red laser pointer.
Guide Lights On / Off
This will turn on and off your instrument's guide lights.
Instrument Joystick
This is the Total Station Joystick function. When activated you will be able to move your motorized
instrument to the left, right, up and down by using the joystick touch-screen. There are three speeds
that can be activated: slow, medium, and fast. The smaller inside blue buttons activate the slowest
turn mode, and the larger outside blue buttons activate the fastest turn mode. To stop the instrument
from turning, simply press the red Stop button at the center. The directions assume you are at the
pole looking at the instrument. Pressing the right buttons will turn the instrument to your right,
pressing the up buttons will turn the scope up, etc.
Instrument Connect / Disconnect
Use this to connect or disconnect FieldGenius from the instrument. When you are connected to the
instrument you will see the Disconnect Instrument button.
Rotate Instrument
Total Station Toolbar | Instrument Settings | Rotate Instrument
You can access this screen by pressing the Rotate Instrument button on the Total Station Settings
screen.
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Horizontal and Vertical Angles
Use these two fields to enter in angles that will be used by the Set Angle buttons.
Move Absolute
Use this to turn the instrument to a plate reading that you’ve entered in the HA or VA fields. For
example if you enter 45°30’30" for the HA and 90°10’00" for the VA, pressing the Absolute button will
turn your instrument so the plate reading equals these values.
Move Relative
Use this to turn an angle to the right or left of the current instrument plate reading. Positive values will
be added to the current plate reading, negative values will be subtracted. Enter your values in the HA
and VA fields.
Turn +90°
Pressing this will force your instrument to turn 90 degrees to the right.
Turn -90°
Pressing this will force your instrument to turn 90 degrees to the left.
Flip Scope
This will plunge the scope and reverse the direction for you.
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Check Level
Total Station Toolbar | Settings | Level Instrument
If your instrument supports it, you can check to see how level your instrument is.
Plummet Intensity
If your instrument has a laser plummet or laser pointer, FieldGenius can toggle those functions on or
off. On some models of total station this feature is turned on automatically.
Division
You can now adjust the sensitivity of your display to show 20, 30, and 60 second intervals.
Tolerance
You can now set a tolerance for the level bubble sensor. If you exceed that tolerance then you will
receive a warning message that indicates your instrument is out of level. You can also set the tolerance level to OFF, which basically turns off the tilt compensator on the instrument. Please note that
turning the compensator off can greatly affect the quality of the data surveyed.
Check Level Every Shot
Use this option to force our software to check instrument level before every measurement. The
default is off.
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Basic Measure
Total Station Toolbar | Instrument Settings | Basic Measure
Total Station Onboard
The Basic Measure mode is a quick way for the user to setup and take a quick measurement without
having a Project or a total station setup and provides a direct view of the angular and distance values.
However using this mode will not allow the observation to be stored to the database or RAW file.
Options
Plate Angle
Users can define a desired plate angle to be applied to the current orientation.
Set Laser Pointer
Toggles Laser Pointer ON/OFF
Target Manager
Target Manager allows the users to toggle between Prisms and EDM modes.
Note: Basic Measure mode does not take Target Height into consideration.
Measure
Initiates an observation from the Total Station.
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OK
Pressing this button with FieldGenius onboard Total Station will take the user to the Project Manager.
Target Manager
Total Station Toolbar | Target Manager
The Target Manager is a place where you can manage your EDM (electronic distance measurement)
targets. You can create, edit, copy, and delete targets.
The Target Manager is divided into 2 sections: Backsight and Foresight.
Note: Leica users should refer to the Leica version of the Target Manager topic.
Target Manager: Backsight
Use the Backsight screen to define your backsight target and enter a backsight target height.
Target
Press this button to select a backsight target from the Prism Selection window.
Target Height
Enter the height of your target here.
Press the Set Default Height button to assign the default height to this Target
Height field. The default height is defined in the Default Settings screen.
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EDM Mode
Use this field to select the EDM Mode you would like to use. You will only be able to select an EDM
mode that corresponds to your target type.
Prism Constant
This field will display whatever prism constant that you entered for the selected target.
OK
This records the settings you have just made, closes the Target Manager, and returns you to the
MapView.
Target List
Press this button to access the Target List. The Target List consists of user-defined and default instrument targets. Here you can create, copy, edit, and delete targets.
Default Settings
Press this button to access the Default Settings screen. This is where you define the default target
heights.
Cancel
Press this button to discard any changed made to the Backsight dialog and returns you to the
MapView.
Target Manager: Foresight
Use the Foresight screen to select the foresight target and enter a target height.
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Target
Press this button to select a foresight target from the Prism Selection window.
Target Height
Enter the height of your foresight target here.
Press the Set Default Height button to assign the default target height to this Target Height field. The default height is defined in the Default Settings screen.
EDM Mode
Use this field to select the EDM Mode you would like to use. Typically you will want to select an EDM
Mode that corresponds to your target type.
Use Temp. Height
Press this button to activate the Temporary Height function (button is active in the above image). To
enable the temporary height be used, you must press the Use Temp. Height button. Once activated,
the following measurement will use this temporary height but it will be a one-time measurement, and
then the system will immediately revert back to the height defined in the Target Height field. This is
handy if you need to take a quick shot using a different height such as when measuring an invert.
Press the Set Default Height button to assign the default Temporary height to
this Target Height field. The default height is defined in the Default Settings
screen
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Prism Constant
This field will display whatever prism offset that you entered for the selected target.
OK
This records the settings you have just made, closes the Target Manager, and returns you to the
MapView.
Cancel
Press this button to discard any changed made to the Backsight dialog and returns you to the
MapView.
Prism Selection Window
Press the button labelled with the desired prism to use to set it as the Prism for either the backsight or
foresight.
Target List
Press this button to access the Target List. Here you can create, copy, edit, and delete targets.
Cancel
Press this button to go back to the Target Manager window.
Target List
Total Station Toolbar | Target Manager | Target List
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The Target List is where you can create, edit, copy, and delete targets. The Target List comes with 2
default targets (Default Prism and Default Reflectorless) but you can create as many more as you
like. All targets are saved in the Settings.xml file and is located in the Programs folder.
Click here for help with Leica Targets
You are not permitted to delete or edit a default target but you certainly can copy one and edit the
copy.
New
Tap on this button to access the New Target dialog. Here you can create a new target.
Edit
Tap on a target to select it. Then press the Edit button to access the Edit Target dialog. Default targets cannot be edited.
Delete
Tap on a target to select it. Then press the Delete button to delete the selected target. You will
receive a warning message that you must acknowledge before deletion is complete. Default targets
cannot be deleted.
Copy
Tap on a target to select it. Then press the Copy button. This will open the Edit Target dialog and you
can then edit the copied parameters.
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Close
Pressing this button returns you to the Target Manager screen.
New Target
Total Station Toolbar | Target Manager | Target List | New
Use this option to create a new target. Provide the new target with a unique name, a prism constant,
and select an icon to represent your new target.
Click here for help creating a new Leica Geosystems target.
Target Name
Use this field to either edit or enter a new name for the target you are editing.
Target Type
There are two target types available to select. Prism is to be used when you are selecting a target
that has a known offset. This can be a round prism, 360, mini, etc. RL stands for reflectorless and
you should select this target type if you are using an instrument that is reflectorless capable and you
do not wish to use a designated reflector.
Prism Icon
Use this field to select an icon for your new target.
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Prism Constant
This defines the relation of the distance measurement to the mechanical reference point of the
reflector. Your prism will have a published prism constant (also called and offset).
Save
Press this button to store your new changes to the Settings.xml file, and return you to the Target List
screen.
Cancel
Press this button to cancel creating a new target. You will be returned to the Target List screen.
Edit Target
Total Station Toolbar | Target Manager | Target List | Edit
Use this option to edit an existing target. You will also see this display after you copy an existing target.
Click here for help on editing a Leica Geosystems target.
Target Name
Use this field to either edit or enter a new name for the target you are editing.
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Target Type
There are two target types available to select. Prism is to be used when you are selecting a target
that has a known offset. This can be a round prism, 360, mini, etc. RL stands for reflectorless and
you should select this target type if you are using an instrument that is reflectorless capable and you
do not wish to use a designated reflector.
Prism Icon
Use this field to select an icon for your new target.
Prism Constant (mm)
This defines the relation of the distance measurement to the mechanical reference point of the
reflector. Your prism will have a published offset.
Save
Press this button to store your new changes to the Settings.xml file, and return you to the Target List
screen.
Cancel
Press this button to cancel creating a new target. You will be returned to the Target List screen.
Default Settings
Total Station Toolbar | Target Manager | Default Settings
The Default Settings screen is where you can define the default target heights for prism targets, RL
(reflectorless) targets, and a temporary height. The temporary height value is used for taking a onetime measurement using the height value entered in this field. After the measurement is completed,
the system will revert back to using the current target height.
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Prism Height
Enter your most common prism height into this field. When you press the Use Default Height button
in the Target Manager screen, this value will populate the Target Height field. This is convenient
when you have a standard prism height and want to assign it quickly.
Important Note: You must be in a prism measure mode to be able to use the Default Height button
in the Target Manager screen and have it use a default prism height.
RL Height
Enter your most common ReflectorLess (RL) height into this field. When you press the Use Default
Height button in the Target Manager screen, this value will populate the Target Height field with this
default height.
Important Note: You must be using a reflectorless measure mode to populate this field using the
Default Height button in the Target Manager screen, and have it use the default reflectorless height.
Temporary Height
The temporary height function works as a one-time measurement using the height entered into this
field. After the measurement has completed, the target height will revert back to the height that had
been defined in the Target Height field. This is very handy when you want to take a quick one-time
measurement such as for when measuring an invert.
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Set instrument prism constant to zero
If this has a check mark in the box, a prism constant of zero will be uploaded to your instrument. The
offsets specified in the foresight and backsight targets will be applied to the measurements when
received by FieldGenius. Remove the check mark if you don't want FieldGenius to modify your instrument's prism offset. Not all instruments support this feature.
When you connect your instrument to FieldGenius, special notes are recorded in the raw file regarding
prism offsets.
If you have the ”Set Instrument” toggle turned on and your instrument supports this feature,
FieldGenius will set your instrument's prism offset to zero so no correction will be applied to the measurement. Then once FieldGenius receives this uncorrected measurement, it will use the values you
specified in the prism offset fields and adjust the distance accordingly. For example, if you specified
an offset of 30mm, FieldGenius will upload an offset of zero to your instrument and apply the 30 mm
offset to the measurement after it is received. In your raw file you will see the following note:
--FieldGenius Prism: 30mm Instrument Prism: 0mm
Most prism offset are specified in millimeters. FieldGenius will make the necessary conversions so
the proper adjustment is applied.
If FieldGenius can't set the prism offset on your instrument, it usually can't read it either. Since a
prism offset wasn't uploaded, we don't know what prism offset is set on the instrument. So we indicate this by writing to the raw file that the instrument prism offset is "unknown".
--FieldGenius Prism: 30mm Instrument Prism: Unknown
When this happens you will usually want to confirm what offset are currently configured on your instrument in regards to prism offsets.
Special Notes:
- When using instruments that don't support uploading of prism constants, be sure not
to double up your prism offsets by applying it in the instrument and FieldGenius at the
same time.
- Since prism offsets are so important, on the measurement progress meter you will
see what offset is being applied to your measurement.
OK
Pressing this button will save your changes in this dialog, and return you to the Target Manager.
Cancel
Pressing this button will ignore your changes in this dialog and return you to the Target Manager.
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Target Manager: Leica Instruments
Total Station Toolbar | Target Manager
The Target Manager is a place where you can manage your EDM (electronic distance measurement)
targets. You can create, edit, copy, and delete targets. Leica Geosystems uses a different method for
determining prism offsets as they have a value called a Leica Constant. See the help on the New or
Edit Target screens for information on how to calculate a Leica Constant.
The Target Manager is divided into 2 sections: Backsight and Foresight.
Target Manager: Backsight
Use the Backsight screen to define your backsight target, choose a measure mode, and enter a backsight target height. Tap on the Backsight tab at the top of the screen to access the Backsight section
Target
Use this field to select a backsight target from the Target List.
Target Height
Enter the height of your target here.
Press the Set Default Height button to assign the default Target height to this Target Height field. The default height is defined in the Default Settings screen.
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EDM Mode
Use this field to select the EDM mode you would like to use. Typically you will want to select an EDM
mode that corresponds to your target type.
Leica Constant
This field will display the Leica constant associated with your target. See the New or Edit Target Help
for an explanation of how to compute a Leica constant. This will be especially important if you are
using a non-Leica target.
OK
This records the settings you have just made, closes the Target Manager, and returns you to the
MapView.
Target List
Press this button to access the Target List. Here you can create, copy, edit, and delete targets.
Cancel
Press this button to discard any changed made to the Backsight dialog and returns you to the
MapView.
Target Manager: Foresight
Use the Foresight screen to select the foresight target, choose a measure mode, and enter a target
height. You also have the option of using a temporary target height. Tap on the Foresight tab at the top
of the screen to access the Foresight section.
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Target
Use this field to select a foresight target.
Target Height
Enter the height of your foresight target here.
Press the Set Default Height button to assign the default height to this Target
Height field. The default height is defined in the Default Settings screen.
Use Temp. Height
Press this button to activate the Temporary Height function (button is active in the above image). To
enable the temporary height be used, you must press the Use Temp. Height button. Once activated,
the following measurement will use this temporary height but it will be a one-time measurement, and
then the system will immediately revert back to the height defined in the Target Height field. This is
handy if you need to take a quick shot using a different height such as when measuring an invert.
Press the Set Default Height button to assign the default height to this Target
Height field. The default height is defined in the Default Settings screen.
EDM Mode
Use this field to select the EDM Mode you would like to use. Typically you will want to select an EDM
Mode that corresponds to your target type.
Leica Constant
This field will display the Leica constant associated with your target. See the New or Edit Target Help
for an explanation of how to compute a Leica constant. This will be especially important if you are
using a non-Leica target.
OK
This records the settings you have just made, closes the Target Manager, and returns you to the
MapView.
Target List
Press this button to access the Target List. Here you can create, copy, edit, and delete targets.
Cancel
Press this button to discard any changed made to the Backsight dialog and returns you to the
MapView.
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Total Station Reference
Press the button labelled with the desired prism to use to set it as the Prism for either the backsight or
foresight.
Target List
Press this button to access the Target List. Here you can create, copy, edit, and delete targets.
Cancel
Press this button to go back to the Target Manager window.
Target List: Leica
Total Station Toolbar | Target Manager | Target List
The Target List is where user-defined and default Leica targets are kept. The Target List is where you
can create, edit, copy, and delete targets. The Leica instruments Target List comes with 9 default
Leica targets. You cannot edit or delete a default Leica target but you can copy a default target and
edit the copy. All targets are saved in the Settings.xml file, and is located in the Programs folder.
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You are not permitted to delete or edit a default target but you certainly can copy one and edit the
copy.
New
Tap on this button to access the New Target dialog. Here you can create a new target.
Edit
Tap on a target to select it. Then press the Edit button to access the Edit Target dialog. Default targets cannot be edited.
Delete
Tap on a target to select it. Then press the Delete button to delete the selected target. You will
receive a warning message that you must acknowledge before deletion is complete. Default targets
cannot be deleted.
Copy
Tap on a target to select it. Then press the Copy button. This will open the Edit Target dialog and you
can then edit the copied parameters.
Close
Pressing this button returns you to the Target Manager screen.
New Target: Leica
Total Station Toolbar | Target Manager | Target List | New
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Total Station Reference
Use this option to create a new target for your Leica Geosystems instrument. Provide the new target
with a unique name, define the target type, and enter the Leica constant. Leica uses a different prism
offset method than other manufacturers and you should familiarized yourself with how they are computed. See the Leica Constant section below for more information.
Target Name
Use this field to either edit or enter a new name for the target you are creating.
Target Type
There are two target types available to select. Prism is to be used when you are selecting a target
that has a known offset. This can be a round prism, 360, mini, etc. RL stands for reflectorless and
you should select this target type if you are using an instrument that is reflectorless capable and you
do not wish to use a designated reflector.
Prism Icon
The mandatory icon for any new Leica target must have the User Defined prism icon. This is a Leica
instrument requirement and therefore cannot be changed.
Leica Constant (mm)
Leica prism constants differ from non-Leica prism constants. In summary, Leica’s prism constant of
0mm is equal to -34.4mm absolute prism constant relative to the plumb line. A simple formula to
explain the relationship:
Leica Constant (for non-Leica prisms) = Absolute Constant + 34.4mm, or
Absolute Constant (for Leica prisms) = Leica Constant – 34.4mm
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Examples:
1. SECO -30mm offset prism
a. Leica Constant = -30mm + 34.4mm = 4.4mm
b. Absolute Constant = -30mm
2. SECO 0mm offset prism
a. Leica Constant = 0mm + 34.4mm = 34.4mm
b. Absolute Constant = 0mm
3. Leica GPR1 round prism
a. Absolute Constant = 0mm - 34.4mm = -34.4mm
b. Leica Constant = 0mm
4. Leica GRZ4 360° prism
a. Absolute Constant = 23.1mm - 34.4mm = -11.3mm
b. Leica Constant = 23.1mm
It is strongly recommended that you test your use of prism constants on a known baseline to be sure
that your non-Leica prism is in the true zero prism system.
Absolute Constant (mm)
This defines the relation of the distance measurement to the mechanical reference point of the
reflector. Use the formula in the Leica Constant section above to calculate the Leica constant. Enter
that value in the Leica Constant field and see the Absolute constant be automatically computed for
you.
Save
Press this button to store your new changes to the Settings.xml file, and return you to the Target List
screen.
Cancel
Press this button to cancel creating a new target. You will be returned to the Target List screen.
Edit Target: Leica
Total Station Toolbar | Target Manager | Target List | Edit
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Total Station Reference
Use this option to edit an existing user-defined target or edit a copy of a Leica instrument target. You
will also see this display after you copy an existing target. Leica uses a different prism offset method
than other manufacturers and you should familiarized yourself with how they are computed. See the
Leica Constant section below for more information.
Target Name
Use this field to either edit or enter a new and unique name for the target you are editing.
Target Type
There are two target types available. Prism is to be used when you are selecting a target that has a
known offset or prism constant. This can be a round prism, 360, mini, etc. RL stands for reflectorless
and you should select this target type if you are using an instrument that is reflectorless capable, and
you do not wish to or cannot use a designated reflector.
Prism Icon
When creating Leica instrument targets, the prism icon must be User Entered, and that's why you
are not permitted to edit the target's icon. This is a Leica instrument requirement and therefore cannot
be changed.
Leica Constant (mm)
Leica prism constants differ from non-Leica prism constants. In summary, Leica’s prism constant of
0mm is equal to -34.4mm absolute prism constant relative to the plumb line. A simple formula to
explain the relationship:
Leica Constant (for non-Leica prisms) = Absolute Constant + 34.4mm, or
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Absolute Constant (for Leica prisms) = Leica Constant – 34.4mm
Examples:
1. SECO -30mm offset prism
a. Leica Constant = -30mm + 34.4mm = 4.4mm
b. Absolute Constant = -30mm
2. SECO 0mm offset prism
a. Leica Constant = 0mm + 34.4mm = 34.4mm
b. Absolute Constant = 0mm
3. Leica GPR1 round prism
a. Absolute Constant = 0mm - 34.4mm = -34.4mm
b. Leica Constant = 0mm
4. Leica GRZ4 360° prism
a. Absolute Constant = 23.1mm - 34.4mm = -11.3mm
b. Leica Constant = 23.1mm
It is strongly recommended that you test your use of prism constants on a known baseline to be sure
that your non-Leica prism is in the true zero prism system.
Absolute Constant (mm)
The Absolute Constant or more commonly known as the Prism Constant defines the relation of the
distance measurement to the mechanical reference point of the reflector. Use the formula in the Leica
Constant section above to calculate the Leica constant. Enter that value in the Leica Constant field
and see the Absolute constant be automatically computed for you.
Save
Press this button to store your target edits. Targets are stored to the Settings.xml file, and you are
returned to the Target List screen.
Cancel
Press this button to cancel creating a new target. You will be returned to the Target List screen.
Default Settings: Leica
Total Station Toolbar | Target Manager | Default Settings
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Total Station Reference
The Default Settings screen is where you can define the default target heights for prism targets, RL
(reflectorless) targets, and a temporary height. The temporary height value is used for taking a onetime measurement using the height value entered in this field. After the measurement is completed,
the system will revert back to using the current target height.
Prism Height
Enter your most common prism height into this field. When you press the Use Default Height button
in the Target Manager screen, this value will populate the Target Height field. This is convenient for
when you have a standard prism height and want to assign it quickly.
Important Note: You must be in a prism measure mode to be able to use the Default Height button
in the Target Manager screen and have it use a default prism height.
RL Height
Enter your most common ReflectorLess (RL) height into this field. When you press the Use Default
Height button in the Target Manager screen, this value will populate the Target Height field with this
default height.
Important Note: You must be using a reflectorless measure mode to populate this field using the
Default Height button in the Target Manager screen, and have it use the default reflectorless height.
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Temporary Height
The temporary height fucntion works as a one-time measurement using the height entered into this
field. After the measurement has completed, the target height will revert back to the height that had
been defined in the Target Height field. This is very handy when you want to take a quick one-time
measurement such as for when measuring an invert.
OK
Pressing this button will save your changes in this dialog, and return you to the Target Manager.
Cancel
Pressing this button will ignore your changes in this dialog and return you to the Target Manager.
Note: If you are wondering where the Set Instrument Prism Constant to Zero check box is, this is
now done automatically when using Leica instruments.
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GNSS Reference
GNSS REFERENCE
Create/Edit GNSS Profile
Select GNSS Profile
Main Menu | Connect
This is where you can create a new profile for each rover/base receiver you will be using.
There are two ways to get to this screen.
1. You can open the profile screen for your rover or base by going to Main Menu | Settings | Instrument Selection. This will display the Instrument Selection screen which contains the GNSS
Rover and GNSS Reference profiles.
2. If you already have your instrument type set to GNSS and you're currently in the map view,
you can press the Settings button on the GNSS toolbar. This will display the Instrument Selection screen which contains the GNSS Rover and GNSS Reference profiles.
Editing Profiles
On the Add Profile screen you can enter any name you wish for the profile. Profiles can be copied
from one data collector to another, so you can have a "Master" profile file that is sent to all crews so
they can quickly set up systems.
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When you're ready to edit the settings for the profile you have selected, press the Edit button. This
will display the GNSS configuration screen for the selected rover or reference profile.
Refer to the GNSS Configuration (Reference) or GNSS Configuration (Rover) topics for more information on the settings available for your profiles.
Your profiles are stored in the Settings.xml file within the ...\MicroSurvey\FieldGenius\FG Projects\
(Windows CE/Mobile) or ...\Documents\MicroSurvey\FieldGenius\FG Projects\ (Windows Tablet/PC) directory so once you have configured one data collector, you can copy this file onto other
data collectors to make the profiles available on them. This file should also be backed up for easy
recovery.
Using Profiles for Connection
Once you've created your profiles, you can use them to connect to your receiver. Simply select the
correct GNSS Mode, either GNSS Rover or GNSS Reference, then select the profile you want to use
in the profile list.
When you've physically connected the data collector to your receiver, press the Connect button to
start the connection process.
If it isn't successful you will see the following message "Could not detect GNSS receiver! Please
check configuration, cable and power." You can then press the Auto Detect Baud Rate button to force
FieldGenius to automatically try different baud rate settings. If this doesn't work you should review
your profile settings and ensure that you have the correct COM port selected and that you have your
data collector connected to the correct port on the GNSS receiver.
GNSS Reference Profile
Main Menu | Connect | Edit Profile
The GNSS Configuration for your reference unit is accessed from the Instrument Selection screen by
selecting GNSS Reference as the Instrument Type, then pressing the Edit button to configure your
selected GNSS Reference Profile.
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GNSS Reference
Model and Communication
This is used to select the Make and Model of receiver, the port that the data collector is connected to
and the mode that the current receiver will play in the RTK process. Please see the GNSS Model and
Communication topic for more information.
Tolerance
This is used to enter information about the location of the reference (base) station. Please see the
GNSS Tolerance (Reference) topic for more information.
Antenna Height
The antenna settings are used to calculate or enter the height of the antenna phase center above the
ground. Please see the GNSS Antenna Configuration topic for more information.
GNSS Rover Profile
Main Menu | Connect | Edit Profile
The GNSS Configuration for your rover unit is accessed from the Instrument Selection screen by
selecting GNSS Rover as the Instrument Type, then pressing the Edit button to configure your selected GNSS Rover Profile.
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Model and Communication
This is used to select the Make and Model of receiver, and the port settings that the data collector will
connect with. Please see the GNSS Model and Communication topic for more information.
Tolerance Setting: [Description] (x3)
The three configurable tolerance modes are used to enter information used in computing the position
of the rover once a measurement has begun. Please see the GNSS Tolerance Modes (Rover) topic
for more information.
Active Tolerance: [Description]
This displays the current tolerance mode, which can be changed at any time during your survey by
selecting the GNSS Settings button in the GNSS toolbar. Please see the GNSS Tolerance Modes
(Rover) topic for more information
Antenna Height
The antenna settings are used to calculate or enter the height of the antenna phase center above the
ground. Please see the GNSS Antenna Configuration topic for more information.
Auto Recording
The Auto Recording settings are used for collecting data in a "Kinematic" mode. The receiver can
automatically log a point every X distance or Y seconds. The user simply selects what option they
prefer to use for logging Kinematic data and start the survey. Keep in mind while collecting data at
higher velocities that FieldGenius receives position updates from the GNSS at a maximum rate of
once per second.
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GNSS Reference
GNSS Model and Communication
Main Menu | Connect | Edit Profile | Model and Communication
The Model and Communication settings are used to select the Make and Model of receiver, the port
that the data collector is connected to, and other communication parameters.
Cable Connection
Model
Specify the make and model of receiver you are connecting to.
Sensor Port
If your receiver has more than one data port, specify the port on the receiver that the data collector will
be connected to.
Port
Specify the port on your data collector (usually COM1) that you will connect a cable between your
receiver and this port.
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Baud Rate, Data Bits, Parity, Stop Bits
Specify the communication parameters for the serial connection. If you’re unsure of what baud rate
your receiver is set to you might want to set the baud rate to Auto Detect. This will force FieldGenius
to check for communication using all the baud rate settings and if successful, it will set this baud rate
in the profile.
Bluetooth Connection
Port
On many data collectors you can select Bluetooth as your communication port. If you select the
Bluetooth port, the traditional serial communication options (Baud Rate, Data Bits, Stop Bits, Parity)
will be replaced with a Bluetooth Search function.
Please note that not all Bluetooth-enabled devices will list Bluetooth as a Port option.
In some cases you must configure and use a virtual COM port through Windows CE's
internal Bluetooth Settings, for example COM6.
Bluetooth Search
If you set the port to Bluetooth, a Bluetooth Search button will appear. Press the search button to
find the device you want to communicate wirelessly with. All devices within range will be listed,
choose the one you want to use
The device you selected will be saved into your instrument profile for future use so you do not need to
Search every time.
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GNSS Reference
Bluetooth PIN
After initiating a Bluetooth connection, you will be prompted to enter the PIN (passkey) for the instrument you are connecting to. If your instrument does not need one just leave it blank and continue by
pressing OK.
The PIN you enter will be encrypted and stored in your instrument profile.
GNSS Tolerance Settings (Reference)
Main Menu | Connect | Edit Profile | Tolerance Settings
SVs Mask
The SVs Mask setting is used to establish the minimum number of satellites that are necessary to produce a solution with a valid position. The SVs must also pass the elevation mask test to be included
in this number for the calculation of the rover position.
PDOP Mask
The PDOP mask is used to control the acceptable geometry of the satellites used to compute the
RTK position. If the PDOP value exceeds this number, the user will not be eligible to collect an RTK
position.
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Elevation Mask
The Elevation Mask is used to determine which satellites to use in computing the differential corrections to broadcast to the rover(s). Satellites below this value will not be used in the solution. Elevation mask angles are typically equal or less than the elevation mask set for the rover system.
GNSS Tolerance Settings (Rover)
Main Menu | Connect | Edit Profile | Tolerance Settings
GNSS Toolbar | Instrument Settings | Sensor Configure | Tolerance Settings
The tolerances settings are used to enter information used in computing the position of the rover once
a GNSS measurement has begun.
You can define three different tolerance modes that can be selected from the Sensor Configure option
in the GNSS Settings menu while surveying. Tolerance settings are used to ensure that certain criteria are being met every time you take a measurement. The reason for three different settings is to
allow you to specify different tolerances for different types of measurements you might need to make.
For example, control points would need to be measured more precisely then those used for topographic measurements.
Description
This is where you can assign a "friendly" description to your three tolerance modes to make them
more easily identifiable to you - for example "Control Points" or "Topo Points".
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GNSS Reference
Options
Real Time
Toggle to set the Tolerance Settings for RTK.
Observations
This is the minimum number of observations that the receiver must collect and average in order to
compute a solution.
Solution
Each observation must be of the specified solution type (or better). You can select from several Solution modes depending on your receiver make and model, these can be:
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Autonomous
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SBAS (Satellite-based Augmentation System)
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DGPS (Differential Global Positioning System)
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RTK Float (Differential Carrier Solution)
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RTK Fixed (Differential Carrier Solution)
Please refer to your GNSS manufacturer's documentation for the solutions' respective positional
accuracy.
Elevation Mask
The elevation mask is used to filter out satellites that are close to the horizon and are, thus, unreliable. Typical elevation mask angles can range between 10º and 20º.
PDOP
The PDOP (Position Dilution of Precision) mask is used to control the acceptable geometry of the
satellites used to compute the solution. If the PDOP value exceeds this number, the user will not be
eligible to collect a position. Typical PDOP masks are 5 or 6.
Satellites Computed
The Satellites mask is used to establish the minimum number of satellites that are necessary to produce a solution with a valid position. Each satellite must also pass the elevation mask test to be
included in this number for the calculation of the rover position.
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StdDev Horizontal
FieldGenius will use the instantaneous Standard Deviation values that your receiver is outputting to
determine if the measurement can proceed. If the instantaneous Standard Deviation values are equal
to or less than the values you've specified, then the measurement can proceed. Once this happens,
FieldGenius will start averaging the measurements and will compute and display averaged Standard
Deviation values. These averaged Standard Deviation values must then remain equal to or less than
the values you've specified for the entire duration of the measurement, for the measurement to be
accepted as being within the specified tolerances.
This is your maximum acceptable horizontal standard deviation to be maintained during the point
measurement.
StdDev Vertical
This is your maximum acceptable vertical standard deviation to be maintained during the point measurement.
Correction Age
The maximum time (in seconds) since correction data was received.
Point Tolerance
Point Tolerance - Observations
This is the minimum number of observations that the receiver must collect and average in order to
compute a solution.
Point Tolerance - Time
This is the minimum time duration that the receiver must collect and average observations in order to
compute a solution.
Post Processing Tolerances
These settings apply when using FieldGenius to collect static data for later post processing.
Please note that FieldGenius does not support collecting raw data on all GNSS receivers, please
refer to the Raw Data Logging topic for additional details including a list of receivers which support
this function.
Usage
This option determines whether FieldGenius should use Post Process mode to collect static data for
later post processing.
Selecting Always instructs FieldGenius to automatically switch into Post Process mode to collect
static data for all points.
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GNSS Reference
Selecting Auto Start instructs FieldGenius to automatically switch into Post Process mode to collect
static data for the point currently being measured, if the current solution masks are not met.
Selecting Manual allows you to switch into Post Process mode to collect static data for any point as
it is being measured, but FieldGenius will not do so automatically.
Time - Less than 5 SVs
This defines the duration of the static collection if the minimum number of satellites being tracked during the static session is 4 satellites. Default = 30 minutes.
If at any time the number of satellites drops below 4 (which is the minimum number of satellites
required to post process a 3D solution), the internal clock timing the static session will reset to zero
and begin again.
Time - Less than 6 SVs
This defines the duration of the static collection if the minimum number of satellites being tracked during the static session is 5 satellites. Default = 25 minutes.
Time - Less than 7 SVs
This defines the duration of the static collection if the minimum number of satellites being tracked during the static session is 6 satellites. Default = 20 minutes.
Time - Less than 8 SVs
This defines the duration of the static collection if the minimum number of satellites being tracked during the static session is 7 satellites. Default = 15 minutes.
Time - 8 or more SVs
This defines the duration of the static collection if the minimum number of satellites being tracked during the static session is 8 or more satellites. Default = 10 minutes.
GNSS Antenna Height
GNSS Toolbar | Antenna Height
The antenna settings are used to calculate or enter the height of the antenna phase center above the
ground. You can enter the true height (if it is known) or enter the measured height and any horizontal
or vertical offsets and have FieldGenius calculate the antenna height for you.
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Depending on the model you've selected, manufacturer specific antenna offsets will be listed. If your
specific antenna model is not listed, you can select "User Supplied" and specify appropriate offset
measurements. For more detailed information about these offsets, refer to your users guide for your
receiver.
The true height is simply computed by the use of Pythagoras' theorem:
TrueHeight = VerticalOffset + sqrt( (MeasuredHeight)2 - (HorizontalOffset)2 )
You can change the true or measured antenna height at any time, on the Store Point screen when storing your GNSS shots.
Overview - Reference Receiver
Before you can start your GNSS survey, there are a few things you need to confirm and setup.
Profile and Coordinate System Files
l
l
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You will need to determine and select the correct coordinate system and optional geoid model
to use for your GNSS survey work.
Create a profile for your reference (base) and rover receivers. Profiles contain receiver settings
such as baud rates and tolerance masks that are used by FieldGenius. Refer to the Reference
Configuration and Rover Configuration topics for more information. GNSS Reference
Reference (Base) Connection Procedure
1. Main Menu | Connect | Instrument Selection
2. Choose GNSS Reference as the type of instrument.
3. If you have not already done so, you need to create a profile for your reference receiver. If you
have a profile already defined, select it now and then press Connect.
4. You will now see the map screen. On the GNSS Toolbar you can review information about
receiver, sky plot list, display current position, and review DOP values.
5. Select one of the available methods to set your reference position, described in more detail in
the Reference Position Modes topic. The three different methods are: Known Geodetic Position, Averaged Geodetic Position, or Local Transformation to Point.
6. When you're ready to measure the reference position, press the Measure button on the GNSS
Toolbar.
7. You will be prompted with an option to store the measured position in the points database.
8. Once the reference position has been set, the Link Configure dialog will be displayed where
you can configure your radio settings to transmit corrections.
9. If setting up your receivers for the first time, press the Setup button to set the radio protocol
and frequency, etc.
10. Press the Connect button to begin broadcasting corrections.
11. This completes the Reference portion of the connection. Disconnect from the Reference
receiver and continue to the Rover Connection steps.
Overview - Rover Receiver
Before you can start your GNSS survey, there are a few things you need to confirm and setup.
Profile and Coordinate System Files
l
l
You will need to determine and select the correct coordinate system and optional geoid model
to use for your GNSS survey work.
Create a profile for your reference (base) and rover receivers. Profiles contain receiver settings
such as baud rates and tolerance masks that are used by FieldGenius. Refer to the Reference
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Rover Connection Procedure
1. Main Menu | Connect | Instrument Selection
2. Choose GNSS Rover as the type of instrument.
3. If you have not already done so, you need to create a profile for your rover receiver. If you have
a profile already defined, select it now and then press Connect.
4. Once connected, the Link Configure dialog will be displayed where you can configure your correction settings.
5. If setting up your receiver for the first time, additional steps will be required to make the initial
connection. Exact steps vary depending on the device type: UHF Radio / GSM / Data Collector Internet.
6. Press the Connect button to begin receiving corrections.
7. With a successful connection you will see the map screen. The Measure button might say
"No Link" to begin with, then switch to "RTK Float" and finally to "RTK Fixed".
8. To record a position, simply press the Measure button on the GNSS toolbar. Refer to the
GNSS Measurement topic for more information.
Electronic Bubble / Tilt Survey
GNSS Toolbar | Instrument Settings | Sensor Configure | Electronic Bubble
The Electronic Bubble utilizes MEMS sensors in the GNSS receiver to compensate for the antenna
pole tilt.
This feature improves the GNSS point collection workflow by:
l
l
l
Vertical and horizontal distance introduced by the pole tilt will be compensated automatically if
desired.
Eliminate the need to focus on the conventional bubble on the GNSS pole while taking measurements.
Stop user from saving points if the pole tilt angle is greater than tolerance level.
The Electronic Bubble feature requires calibrations before being used in production works. With a supported GNSS receiver connected, Settings and Calibrations related to the Electronic Bubble can be
located in the Settings | Sensor Configure | Electronic Bubble screen.
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GNSS Reference
Settings
Electronic Bubble
Toggles Electronic Bubble feature ON/OFF
Tilt Compensated
Toggles tilt compensation ON/OFF
With tilt compensation turned on, tilt distance will be added into the calculation of GNSS measurements.
Tilt Rejection
Toggles tilt rejection ON/OFF
With tilt rejection turned on, user will not be able to store points if the tilt angle exceeds the specified
rejection tolerance.
Tilt Rejection (Deg)
Tilt rejection tolerance in degrees. User can only store points if only the tilt angle is below the set limit.
Magnetic Declination
Specify the angle between magnetic north and true north
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l
l
Computed- Magnetic Declination is computed using International Geomagnetic Reference
Field (IGRF-12) model.
User - Enter a desired magnetic declination value.
Calibrate Sensors
Calibrate Tilt Sensors
This procedure calibrates the internal tilt sensor, and stores the zeroed the vertical angle.
1. Click “Calibrate Tilt Sensors” button to enter the procedure.
2. Level the GNSS receiver with a calibrated reference such as a bipod or tripod.
3. Ensure the GNSS receiver is in a stable plumb position.
4. Click “Calibrate” button to finish the tilt sensor calibration.
Note: Control panel on the GNSS receiver must be facing the operator when using the electronic
bubble.
Calibrate Magnetic Sensors
This procedure calibrates the internal magnetic sensor.
1. Click “Calibrate Magnetic Sensors” button to enter the procedure.
2. Ensure the GNSS receiver is away from any artificial magnetic sources.
3. Click “Calibrate” button to start the magnetic calibration.
4. Slowly rotate the GNSS receiver about its 3 axes to fill up the progress bar.
l
Note that the progress bar will not move unless the instrument is being rotated.
This demonstrate the rotation axes:
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Longitudinal Axis (Roll)
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Lateral Axis (Pitch)
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Vertical Axis (Yaw)
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GNSS Reference
We recommend to perform both calibration procedures on regular basis to ensure the reliability and
accuracy of the Electronic Bubble. Magnetic Sensor may require more frequent calibration than tilt
sensor depending on your calibration location and distance travelled. Consult with your GNSS
receiver manufacture representative for more information regarding calibrate internals.
Settings
Electronic Bubble
After calibration, the electronic bubble can be found in two places.
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Observation toolbar (One of the pages)
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GNSS Measurement screen
The black arrow shows the direction of magnetic north.
The bubble is green if the instrument is plumb, and red if the instrument is tilted beyond certain
degree.
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On the GNSS Measurement Screen, if the Tilt Rejection is turned on and current tilt angle exceeds
the preset rejection value, the Store Position button will be deactivated and GNSS measurements will
not be averaged until the GNSS receiver turns to a plumb and stable position.
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GNSS Reference
Reference and Rover Common Tools
Correction Link
The Link Configure screen is used to configure the radio or GSM link for transmitting or receiving RTK
corrections. The mode will vary depending on your receiver type. The Setup button allows the user to
go into further device details including channels and frequencies for radios and GSM modems.
If you need to connect to a NTRIP caster, you can also access that in the setup screen.
Accessing Link Configure
To access this screen you need to first connect to a reference or rover receiver. Once connected you
can access this dialog. Please review the Reference (Base) Receiver Overview or the Rover
Receiver Overview topics for more details about work flow.
Device
Device Type
Select the appropriate Correction Link device type, such as GSM Module, UHF Radio Module, Data
Collector Internet, or Other Device.
Device Port
Select the appropriate Port when multiple options exist.
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Device Setup
When you press the Setup button on the dialog above, the Radio Setup or Modem Setup screen will
appear. Choose the radio make and model from the pull-down and set the channel or frequency, the
radio will be programmed by FieldGenius to the channel or frequency selected (on some models). If
you are using an NTRIP or GPRS server, enter your internet and server credentials here.
Correction Data
Message Type
The message type is used in determining what data streams are sent from the reference station to the
rover. They can be RTCM, CMR or a proprietary format.
Base Station ID
Select a specific Base Station ID to restrict message corrections to specific reference stations.
RTCM Transformation
To receive horizontal and vertical coordinate system information from your network, enable RTCM
Transformation messages.
GNSS RTCM Transformation
GNSS Toolbar | Instrument Settings | Link Configure | RTCM Transformation
RTCM Transformation messages can be utilized to provide horizontal and vertical systems from RTK
network using RTCM 3.1 or higher correction messages.
At the Link Configure dialog select the option to enable the RTCM Transformation messages.
RTCM Transformation Information
GNSS Toolbar | Instrument Settings | Link Information
Information Table:
The information table displays the mountpoint name, current status of the incoming corrections, and
coordinate systems information received from the NTRIP Caster.
NTRIP casters typically do not send out RTCM transformation messages at the same frequency as
RTK correction messages. A 90 seconds waiting time is reserved to receive the messages.
Please ensure the Target System field is what you would expect at current location.
If no the transformation messages are not received after 90s, the Options screen will automatically
show up, which allows you to select a valid predefined coordinate system or choose a different mount
point.
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GNSS Reference
OK:
The OK button will only become active if valid transformation messages are received.
Options:
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Coordinate System - Predefined coordinate systems can be used if you no longer wish to use
RTCM transformation. Horizontal and Vertical system can be selected separately.
Mount Points - A different mount points can be selected if the current mount point do not support RTCM messages.
Go Back - Allows you go back to the previous screen and continue waiting for incoming messages
Cancel - This button will exit the link configuration work flow and bring out the map view. You
will need to select a valid coordinate system before taking measurement if the RTCM transformation messages are not received.
Correction Information
GNSS Toolbar | Instrument Settings | Link Information
The Correction Information screen is accessed from the GNSS Settings screen. It displays information about the correction message being received by your receiver via a radio link from a base
receiver, or via a cellular modem link from an NTRIP or GPRS server.
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For information on configuring your correction link please see the Correction Link topic.
GNSS Satellite Plot
To access this screen, press the Satellite button on the GNSS
Toolbar.
The Satellite Plot screen is a graphical representation of the current GNSS satellite constellation. It
shows all visible satellites including both GPS and GLONASS. Those satellites being used in the current solution are indicated with a black dot, and those being ignored are indicated with a white dot.
Each satellite is displayed with its PRN (identification) number, and the Elevation Mask specified in
your current Tolerance Mode is indicated by a red dashed line.
Press the View List button to open the Satellite List screen.
Press the Satellite Setup button to enable/disable constellations.
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GNSS Reference
Press the Close button to return to the map screen.
GNSS Satellite List
To access this screen, press the Satellite button on the GNSS
Toolbar, then press the View List button on the Satellite Plot
screen.
The Satellite List screen displays information on the current GNSS satellite constellation. It shows all
visible satellites including both GPS and GLONASS. Those satellites being used in the current solution are indicated with a checkmark, and those being ignored are indicated with an X.
Each satellite is displayed with its PRN (identification) number, Azimuth and Elevation, and Signalto-Noise Ratio.
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Press the View Plot button to open the Satellite Plot screen.
Press the Close button to return to the map screen.
GNSS Settings
The GNSS Settings screen is accessed from the GNSS Toolbar.
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GNSS Reference
Sensor Configure
This will allow you to make changes to most of the settings in your reference or rover profile, including
configuring the three tolerance modes, selecting the active tolerance mode, configuring the antenna
height, configuring the auto-recording options and depending on the GNSS Sensor connected, the
Electronic Bubble settings will be shown here as well. (The Model and Communication options cannot be configured while you are connected to your GNSS receiver.)
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Sensor Information
The Sensor Information screen displays detailed information about the hardware you are connected
to.
Link Configure
This turns on your GNSS Receiver's radio or modem to begin receiving RTK corrections, from either
a base receiver or an NTRIP or GPRS server.
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GNSS Reference
Link Information
The Link Information screen displays detailed real-time information about the correction message
being received by your receiver via a radio link from a base receiver, or via a cellular modem link from
an NTRIP or GPRS server.
Position Information
The Position Information screen displays detailed real-time information about your current position.
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Antenna Height
The Antenna Height screen allows you to configure the antenna height of your GNSS receiver.
Active Tolerance Mode
This button indicates which of the three tolerance modes setup in your Rover Profile is currently being
used. Press this button to select the active tolerance mode. To configure the three tolerance modes,
see the "Sensor Configure" button described above.
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GNSS Reference
Raw Data Logging
The Raw Data Logging screen is used to start and stop raw data logging on your GNSS reference or
rover receiver, for later post-processing.
Reset RTK Filters
Use this to reset the RTK solution in your receiver, to force it to recalculate a new solution and
resolve any ambiguities again from scratch. This has the same effect as inverting your receiver to
reset the solution.
Select Mount Point
Use this to select a different mount point from the NTRIP caster you are currently connected to.
Instrument Disconnect
Use this to disconnect from your receiver. If you are connected to a reference receiver, corrections
will continue to be transmitted after you disconnect.
Sensor Information
GNSS Toolbar | Instrument Settings | Sensor Information
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The Sensor Information screen is accessed from the GNSS Settings screen. It displays information
about the hardware you are connected to. The specific information available will vary by model, but
typically you will see the make and model of your receiver, its serial number, battery status, firmware
information, and more.
Position Information
GNSS Toolbar | Instrument Settings | Position Information
The Position Information screen is accessed from the GNSS Settings screen. It displays detailed
information about your current position.
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GNSS Reference
The following information is displayed and updates in real-time:
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Geodetic Position (Latitude, Longitude, Ellipsoid Height)
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Measured Antenna Height
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Baseline Length
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Cartesian Position (Northing, Easting, Elevation)
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Coordinate Systems (Horizontal and Vertical)
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Solution Type
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Standard Deviation
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PDOP
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Number of Satellites
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UTC Date and Time
Raw Data Logging
GNSS Toolbar | Instrument Settings | Raw Data Logging
Use this to start and stop raw data logging on your GNSS reference or rover receiver, for later postprocessing of your point data. You can log raw data on the receiver while you carry on with your survey in FieldGenius.
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Note: FieldGenius cannot control the data logging on all models of GNSS receivers. Currently, we
support data logging on the:
Acnovo GX9
GINTEC G9
Acnovo GX10
GINTEC G10
Altus APS-3
Hemisphere S320
Altus APS-3G
Hemisphere S321
Altus APS-NR2
Horizon Kronos C3
Ashtech / Thales ProMark 500 Javad Triumph-1
Ashtech / Thales ProMark 800 KOLIDA K5 Plus
Champion AllStar
LINERTEC LGN-200S
Champion Pro
Leica 1200
CHC i80
Leica GS15
CHC X900+
Leica GS10
CHC X91+
Leica SmartRover
ComNav T300
Leica GPS900
geo-FENNEL FGS 1
NavCom SF-3040
GeoMax Zenith10
NavCom SF-3050
GeoMax Zenith15
NovAtel DL4
GeoMax Zenith20
Pentax G3100-R1
GeoMax Zenith25/25Pro
Pentax G3100-R2
GeoMax Zenith35/35Pro
Pentax SMT888-3G
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Pentax SMT888-3G Rev 2
Prexiso G4/G5
Septentrio Altus APS3G
Septentrio Altus NR2
Sokkia GRX1
Sokkia GSR2600
SOUTH GALAXY G1/G1 Plus
SOUTH GALAXY G6
SOUTH S82/S82-V
SOUTH S86
Spectra Precision SP80
STONEX S8 Plus
STONEX S9i
STONEX S9III Plus
STONEX S10
Topcon GR-3
Topcon HiPer
Z-SURVEY Z6
GNSS Reference
Command Console
GNSS Toolbar | Instrument Settings | Command Console
The Command Console screen is accessed from the GNSS Settings screen. It allows you to send
commands to your receiver to configure settings, or other related tasks.
You must determine the exact syntax to enter in the console and you can usually gather this information from your GNSS manufacturer.
Send
This will send the parameters that you've entered to your receiver.
Run Script
This allows you to import and read a text file that has a sequence of commands that you would like to
upload to your receiver.
Clear Console
This will clear console of all parameters sent and received from your receiver.
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Disto/Laser Reference
DISTO/LASER REFERENCE
Main Menu | Connect | Disto/Laser
3D Disto
To use a 3D Disto:
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Having a serial number starting with 175 or 177 requires the 3D Disto Software for Windows
installed on your computer to make the initial USB or WiFi connection. These devices also are
recommended to be used with a USB WiFi stick for WiFi connectivity.
Having a serial number starting with 176 will connect automatically without the 3D Disto Software for Windows, and does not require a USB WiFi stick.
FieldGenius supports live video streaming from the 3D Disto camera into the MapView area. Use the
controls at the edges of the video image to turn the 3D Disto, or tap on the image to turn to the point.
Measuring
To measure a location simply press the measure button in FieldGenius.
Staking
To stakeout a location simply start any of the Staking routines. The 3D Disto will automatically turn to
the point you are trying to locate. Press the measure button to calculate a position.
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Additional Information
The following topics make use of the 3D Disto
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Pipe Through Wall
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Point on Floor and Ceiling
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Point On Wall
3D Disto Connection Guide
The general connection procedure for Leica 3D Disto:
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Disto/Laser Reference
1. Only required for devices having serial numbers starting with 175 or 177:
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Download the latest 3D Disto software for Windows from Leica myWorld.
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Install the 3D Disto software and run it.
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In the 3D Disto software, select the Connect USB or Connect WiFi button to connect:
Once connected, the main screen of the 3D Disto software will be displayed. The communication ports are now configured on the PC/Tablet.
Close the 3D Disto software.
2. Launch FieldGenius and open a Project.
3. At the Instrument Selection screen, pick the Disto/Laser type and choose the pre-configured
3D Disto profile, then pick Edit:
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MicroSurvey FieldGenius
4. Choose Model and Communication.
5. Pick the Connection Type:
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If choosing USB you are ready to Connect, pick Connect
If choosing WiFi you will need to perform a WiFi search first, pick Search to search for
3D Disto devices. If successfully found, pick Connect
Disto/Laser Reference
6. Complete, see the Measure Modes (Disto/Laser) topic for supported functionality.
S910 Disto
The Leica S910 Disto is fully supported using a WiFi connection. It can be operated using workflows
very similar to a Total Station when combined with a tripod or stand. Without a tripod or stand, the
S910 can be used to capture distances for various applications, including:
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The Drawing Tool
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Traverse / Intersection calculations
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Trilateration calculations
Disto S910 Connection Guide
The general connection procedure for Leica Disto S910:
1. Launch FieldGenius and open a Project.
2. At the Instrument Selection screen, pick the Disto/Laser type and choose the pre-configured
Disto S910 profile, then pick Edit:
3. Choose Model and Communication.
4. WiFi is the only supported Connection Type, pick Search to search for Disto S910 devices. If
successfully found, pick Connect.
5. Complete, see the Measure Modes (Disto/Laser) topic for supported functionality.
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Bluetooth Disto
FieldGenius supports handheld Leica Distos with Bluetooth connectivity. Supported models include
Disto A6 and D330i. Bluetooth LE is not currently supported (E7100i, E7500i, etc.). Supported models are able to capture distances for various applications, including:
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The Drawing Tool
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Traverse / Intersection calculations
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Trilateration calculations
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Connecting to Computer
CONNECTING TO COMPUTER
Microsoft ActiveSync / Windows Mobile Device Center
Microsoft ActiveSync and Microsoft Windows Mobile Device Center facilitate communication
between your PC and your handheld device.
If you are using Windows XP or earlier, Microsoft ActiveSync has to be installed on your computer
so you can download data between your hand held and desktop computers. The current version (at
time of printing) is ActiveSync 4.5. You may have to use an earlier version if you are running Windows
95 or 98. Check the web page noted below for more information.
If you are using Windows Vista, Microsoft Windows Mobile Device Center has to be installed on
your computer, rather than Microsoft ActiveSync. The current version (at time of printing) is Windows
Mobile Device Center 6.1.
Installing ActiveSync / Windows Mobile Device Center
Installing From Web
Microsoft ActiveSync or Microsoft Windows Mobile Device Center might already be installed on your
computer; you can confirm this by looking for it in your Windows Start Menu.
If you do not have Microsoft ActiveSync or the Windows Mobile Device Center installed, you can
download and install the latest version from Microsoft’s website at this address:
http://www.microsoft.com/windowsmobile/activesync/default.mspx
Note: You may be asked to reboot your system once the installation is complete.
Installing From CD
Microsoft ActiveSync or Microsoft Windows Mobile Device Center might be already be installed on
your computer, you can confirm this by looking for it in your Windows Start Menu.
If you do not have Microsoft ActiveSync or the Windows Mobile Device Center installed, and you
don't have access to the internet, it can be installed from your FieldGenius CD. You can browse into
the FieldGenius folder on your CD and run one of the following files:
MSASYNC.EXE (for Windows XP or earlier)
MSWMDC32.EXE (for Windows Vista 32-bit)
MSWMDC64.EXE(for Windows Vista 64-bit)
Note: You may be asked to reboot your system once the installation is complete.
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MicroSurvey FieldGenius
Connecting ActiveSync / Windows Mobile Device Center
Get Connected
We now need to establish a connection between your data collector and desktop computer as prompted by the ActiveSync or Windows Mobile Device Center Connection Wizard. The following screenshots are specific to ActiveSync, but the Mobile Device Center is almost identical.
After the install is complete, ActiveSync will display a Get Connected screen.
If ActiveSync was already installed, you can start it by going to your Start menu | All Programs |
Microsoft ActiveSync. The Get Connected Wizard should appear. If it does not, go to the ActiveSync
File menu and select Get Connected.
Connect your handheld data collector to your desktop or laptop computer using the supplied cradle
and/or cables.
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Connecting to Computer
Power ON the data collector and click Next on the Get Connected Wizard. Some devices require you
to tap a PC Link icon on the device while the Get Connected function is in operation.
When communication is established, you will be prompted to set up a partnership between your data
collector and the desktop computer.
Note: If your device does not connect as shown, turn the device off, and then back on again to retry
Establish a Guest Connection
After you successfully connect to your computer, you will be asked to setup a partnership. Choose
Guest Partnership then click Next to continue.
Note:
You can setup a Standard Partnership if desired, but this is not necessary and adds
complexity. We recommend using a Guest Partnership.
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MicroSurvey FieldGenius
Or if you are using a handheld device running Windows Mobile 5.0 or newer, you may instead see the
Synchronization Setup Wizard, simply press Cancel to use a guest connection.
ActiveSync should now display as shown below:
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Connecting to Computer
You are now ready to move on to the next step - MicroSurvey Transfer Program
Note:
A small circular ActiveSync icon will appear in the lower right corner of your desktop
(like the one at right in the above image). This will display in gray when ActiveSync is
inactive but will change to green when your device is connected.
MicroSurvey Transfer
We provide a free transfer tool with FieldGenius to help you copy Projects to and from your data collector. The program is called MicroSurvey Transfer and it can be download from our website or
installed directly off of the CD provided with FieldGenius.
Once installed all you need is to connect your handheld computer to your desktop computer via an
ActiveSync or Windows Mobile Device Center connection. ActiveSync is a Microsoft Windows
product which establishes a serial or USB connection between your data collector and your computer.
Once connected, you can start the MicroSurvey Transfer program.
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MicroSurvey FieldGenius
The program has been designed to streamline the transfer of Projects and files back and forth
between you data collector and computer.
For more details, please refer to the Help file included with the MicroSurvey Transfer program.
Synchronize
To import your Projects into your MicroSurvey CAD or inCAD desktop product, please refer to the
FieldGenius SyncWizard topic in the MicroSurvey CAD or inCAD help file.
FieldGenius 2004/2005 Projects can only be imported directly into MicroSurvey CAD 2004 or later, or
inCAD 2004 or later.
FieldGenius 2006 (and newer) Projects with an unencrypted raw file (*.raw) can only be imported into
MicroSurvey CAD 2005 SP1.2 or later, or inCAD 2006 or later.
FieldGenius 2007 (and newer) Projects with an encrypted raw file (*.rae) can only be imported into
MicroSurvey CAD 2008 or newer.
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RAW File Reference
RAW FILE REFERENCE
Raw File Record Types
To increase our compatibility with other data collectors and desktop systems, FieldGenius uses the
TDS RW5 raw file format. The raw file contains virtually all the measurements made in the field and is
a complete history of what was recorded.
For more information on the raw data record format, or for additional record types, please review the
Raw Data Record Specification document from Tripod Data Systems, Inc. It is available for download at www.tdsway.com
Conventional Raw Data Records
-- - Note or Comment Records
A comment in the raw file will be depicted with a record type of two dashes. Text found after the dash
is the comment.
Comments are ignored during processing of the raw file and are used only for information purposes
only. You can add a comment to the raw file by using the Add Comment button in the Survey Tools
Menu.
-- This is a comment
BK - Backsight Record
A backsight record is written to the raw file when you complete an occupy point command. Please
review the Setup Occupy Point topic for more information.
Field headers:
OP: Occupy point
BP: Back point
BS: Backsight
BC: Back circle
BK,OP101,BP100,BS0.00000,BC0.00000
CF - Cut Sheet
When you stake out a point, a CF record will be recorded in the raw file.
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MicroSurvey FieldGenius
ST: Station
OD: Offset direction (ENUM)
OL: Offset length
EL: Elevation
GD: Grade (design)
DE - Design Point / Location
During a stakeout the point you're staking will be recorded in the raw file with as DE record.
PN: Point name (design point, may be blank)
N : Northing
E : Easting
EL: Elevation
--: Description (design point description, may be blank)
JB - Job Record
Every time a raw file is created or opened a JB record will be written to the file.
Field headers:
NM: Job name
DT: Date
TM: Time
JB,NMTraverse1,DT03-05-2004,TM14:07:52
LS - Line of Sight (Instrument and Target Height)
HI: Height of instrument
HR: Height of rod
LS,HI1.500,HR1.500
MO - Mode Setup Record
Every time a raw file is created or opened a MO record will be written to the file.
Field headers:
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RAW File Reference
AD: Azimuth direction - (0 = North) (1 = South)
UN: Distance unit - (0 = Feet) (1=Meter) (2=US Survey Feet)
SF: Scale factor
EC: Earth curvature - (0 = off) (1=On)
EO: EDM offset (inch) (Default string "0.0") **Not used by FieldGenius
AU: Angle unit - (0=Degree) (1=Grads)
MO,AD0,UN1,SF1.000000,EC0,EO0.0,AU0
OC - Occupy Point Record
When you complete the occupy point command an OC record will be written to the raw file. Please
review the Setup Occupy Point topic for more information.
Field headers:
OP: Point number
N : Northing (the header is N space)
E : Easting (the header is E space)
EL: Elevation
--: Description
OC,OP101,N 1000.0000,E 1000.0000,EL10.0000,--
OF - Off Center Shot Record
When you use any of the offset shot commands an OF record will be written to the raw file. Two types
of measurements will create offset records and they are the Angle Offset and Distance Offset mMeasure Modes. Please see the Measure Modes topic for more information.
Field headers:
AR: Angle right
ZE: Zenith
SD: Slope distance
OL: Offset length
HD: Horizontal distance
VD: Vertical distance
LR: Left/Right Offset
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MicroSurvey FieldGenius
OF,AR90.00000,ZE90.00000,SD50.0000
OF,ZE60.00000,--Vert Angle Offset
OF,OL45.00000,--Right Angle Offset
OF,HD-10.0000,--Horizontal Distance Offset
OF,LR0.0000,--Left / Right Offset
OF,VD0.0000,--Elevation Offset
Offset shots will always contain the original measurement plus the offset information. You will also
see a SS record accompany the OF records and it will contain the reduced measurement. Following
is an example of a distance offset where an offset of -10 was entered:
OF,AR180.00000,ZE90.00000,SD50.0000
OF,HD-10.0000,--Horizontal Distance Offset
OF,LR0.0000,--Left / Right Offset
OF,VD0.0000,--Elevation Offset
LS,HI1.500,HR1.500
SS,OP1,FP5,AR180.00000,ZE90.00000,SD40.0000,--<No Desc>
RB – Repeat Backsight
When using the multiset function, a RB record will be recorded to the raw file for each backsight shot
you measure. Please refer to the Muti-Set topic for more information.
Field headers:
OP: Occupied point
BP: Backsight point
AR: Angle right
ZE: Zenith angle
SD: Slope distance
HR: Height of rod
RB,OP333,BP100,AR79.48560,ZE93.42500,SD1.9700,HR1.500,--
RF - Repeat Foresight
When you use the multiset function, a RF record will be recorded to the raw file for each foresight shot
you measure. Please refer to the Muti-Set topic for more information.
OP: Occupied point
FP: Foresight point
AR: Angle right
ZE: Zenith angle
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RAW File Reference
SD: Slope distance
HR: Height of rod at the foresight
--: Description
RF,OP333,FP888,AR20.45530,ZE89.56080,SD1.9800,HR1.500,--<No Desc>
RE - Remote Elevation
When you use the Benchmark Shot function a RE record will be recorded in the raw file. RE records
will be accompanied by a SP record.
The FE value will be defined by the Benchmark Method selected by the user as being either an existing point or a user entered value. Please refer to the Measure Benchmark topic for more information.
OP: Occupied point
FE: Foresight elevation
ZE: Zenith angle
SD: Slope distance
--: ( always "Remote elev")
RE,OP1,FE10.000,ZE90.00000,SD50.0000,--Remote elev
RS - Resection
When you use the resection function a RS record will be recorded for each observation made to your
control points. Please refer to the Resection topic for more information.
PN: Point number
CR: Circular reading
ZE: Zenith (or VA, CE)
SD: Slope distance (or HD)
RS,PN103,CR2.42220,ZE90.00000,SD25.0980
When you complete a resection the control points you used will be written as SP records and after the
RS records you will see one final SP for the computed resection point. An example of a resection is
shown below:
--Resection
SP,PN103,N 3135.070,E 1511.185,EL399.795,--:
SP,PN100,N 3097.874,E 1564.984,EL399.387,--:
LS,HI1.300,HR0.000
RS,PN103,CR2.42220,ZE90.00000,SD25.0980
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MicroSurvey FieldGenius
RS,PN100,CR102.26120,ZE90.00000,SD56.3050
SP,PN999,N 3110.000,E 1510.000,EL398.291,--
SD - Stakeout Deltas
When you complete a stakeout by pressing the store point command a SD record will be written to
the raw file. It is the difference between the design location (DE record) and the actual point staked
(SP record).
ND: Delta northing
ED: Delta easting
LD: Delta elevation
SK - Stake Out Record
When you stake out a point and use the Store Point command a SK record will be written to the raw
file. This is the raw observation that was recorded when you stored you stake point.
OP: Occupy point
FP: Foresight point
AR: Angle right
ZE: Zenith
SD: Slope distance
SK,OP251,FP10000,AR175.00000,ZE90.00000,SD6.0000,--Design Point: 342
SL - Slope Staking Record
ST: Station
OD: Offset direction (ENUM)
EL: Actual catch point elevation
GD: Grade (design elevation of the catch point based on the slope line)
AS: Ahead on station (positive when rod is beyond design station, negative when
before station)
HH: Horizontal distance to hinge point (always positive)
VH: Vertical distance to hinge point (positive when rod is above hinge)
HC: Horizontal distance to center line (always positive)
VC: Vertical distance to center point (positive when rod is above center point)
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RAW File Reference
CF: Slope sed (ENUM)
DS: Design slope
OB: Observed slope
SP - Store Point
Many routines in FieldGenius will write a SP record to the raw file. SP records contain coordinate
information that can be used for setups, resections, etc…
PN: Point number
N: Northing
E: Easting
EL: Elevation
--: Description
SP,PN103,N 3135.070,E 1511.185,EL399.795,--:
SS - Sideshot
When you record a shot a SS record will be recorded in the raw file. Many other functions also create
a SS record such as when offset and multi set shots are reduced.
OP: Occupy point
FP: Foresight point
AR: Angle right
ZE: Zenith
SD: Slope distance
--: Description
SS,OP1,FP7,AR176.11093,ZE90.00000,SD60.1332,--<No Desc>
TR - Traverse Shot
When you record your shot as a Traverse shot, a TR record will be recorded to the raw file. Please
refer to the Measurement Info and Traverse Report topics for more information.
OP: Occupy point
FP: Foresight point
AR: Angle right
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MicroSurvey FieldGenius
ZE: Zenith
SD: Slope distance
--: Description
TR,OP1,FP7,AR176.11093,ZE90.00000,SD60.1332,--<No Desc>
GPS Raw Data Records
AH - GPS Antenna Height
DC: Derivation Code (ENUM)
MA: Measured antenna height
ME: Measure Method (ENUM)
RA: Reduced antenna height (to phase center)
BL - GPS Base Line
DC: Derivation
PN: Point Name
DX: Base line Delta X
DY: Base line Delta Y
DZ: Base line Delta Z
-- : Description (Feature Code)
GM: GPS Measure Method (ENUM)
CL: Classification
HP: Horizontal Precision
VP: Vertical Precision
BP - Set Base Receiver Position
PN: Point Name
LA: Latitude
LN: Longitude
HT: Ellipsoid Height
- 591 -
RAW File Reference
SG: Setup Group (default = 0)
CS - Coordinate System Identity
CO: Coordinate system option (ENUM)
ZG: Zone group (system) name
ZN: Zone name
DN: Datum name
CT - Calibration Point
PN: Point Name
DM: Dimensions used (ENUM)
RH: Horizontal residual
RV: Vertical residual
CV - RMS Covariance of GPR Position
DC: Derivation (ENUM)
SV: Minimum number of SV during observation
SC: Error Scale
XX: Variance X
XY: Covariance X,Y
XZ: Covariance X,Z
YY: Variance Y
YZ: Covariance Y,Z
ZZ: Variance Z
EP - Geodetic Position
When you save the location of a point, its geodetic position is also recorded.
TM: Time
LA: Latitude
LN: Longitude
- 592 -
MicroSurvey FieldGenius
HT: Ellipsoid Height
RH: Horizontal RMS returned from receiver
RV: Vertical RMS returned from receiver
DH: HDOP if receiver returns this info
DV: VDOP if receiver returns this info
GM: GPS Method (ENUM)
CL: Classification (ENUM)
HA - Horizontal Calibration (Adjust)
N : Origin north
E : Origin east
TH: Translation north
TE: Translation east
RT: Rotation about origin
SF: Scale factor at origin
GS - GPS Store Point
This is similar to a regular SP (store point) record but the GS indicates that it is create by GPS.
PN: Point Name
N : Local Northing
E : Local Easting
EL: Local Elevation
-- : Description
RP - Local coordinates of calibration point
N : Northing
E : Easting
EL: Elevation
-- : Description
- 593 -
RAW File Reference
VA - Vertical Calibration (Adjust)
PV: Type of vertical adjustment (ENUM)
N : Origin north (may be blank)
E : Origin east (may be blank)
LZ: Constant adjustment – translation Z (may be blank)
SO: Slope north (may be blank)
SA: Slope east (may be blank)
GN: Geoid Model Name
- 594 -
MicroSurvey FieldGenius
- 595 -
Index
INDEX
Area Calculator 335
Area Volume 435
2
ASCII Coordinate File 393, 396
ATR 511
2D Disto 572
3
Attributes 85
Audio Notes 88
3-Point Arcs 105
Auto-Center 61, 67, 511
3D Disto 384, 389, 572
3D View Toolbar 59
Auto-Locate 381, 384, 388
Auto Recording 249
A
Auto Store 190
About Menu 163
AutoMap Library 81, 112, 155
Absolute Constant 533, 535
Automatic Save 42
Acres 335
Autonomous 238
Activation 24
Averaged 307
Active Figure 98, 103
Averaged Geodetic Position 237
Active Linework 90
Active Tolerance Mode 565
ActiveSync 578
Add Invert 210, 259
Adjust Traverse 290
Advanced Template Editing 467
Alignment DTM Surface 474
Alignment Slope Staking 489
Alignment Staking 475, 484
Alignments 408, 444
Angle Balance 290
Angle Offset 202, 205
Angle Unit 143
Antenna Height 548, 565
Arc Mode 116, 278
B
Backsight 168, 185, 517, 527
Backsight Baseline 266
Backsight Measure Mode 171
Backsight Summary 172, 175
Backup Coordinate System 417
Balance Traverse 290
Base Receiver 237, 549
Base Receiver Setup 236
Base Setup 549
Base Tolerances 544
Basic Measure 516
Benchmark 183
Bluetooth 498, 543
Breaklines 437
Arcs 105
- 596 -
MicroSurvey FieldGenius
Buttons 40
Configure Reference 544
By Distance 81
Connect Points 117, 279
C
Calculations 308
Calculator 42, 333, 335, 345, 347, 349
Cartesian Coordinate 347
Caster 566
Centerline Alignment 447
CgPoints 407
Chains 409
Check Backsight 185
Check Instrument Level 515
Check Level 515
Check Point 187, 255
Close Traverse 285
Closing Figures 108
Code-Free Linework 90
Codes 81
COGO 309, 312
COGO History Viewer 284
COGO Results 284
CogoCalcs.txt 284
Command Console 570
Connect Points Mode 117, 279
Connect/Disconnect 511
Contact Information 11
Contour Interval 433
Contours 441
Conventional Total Station 505
Convert Line-Spine 107
Coordinate Calculator 347
Coordinate Conversion 347
Coordinate Database 420
Coordinate System 144, 151, 417
Correction Information 564
Correction Link 556
Corrections 549, 556
CR5 Coordinate File 402
Cross Section 463
Cross Sections 408, 467, 473
Cursor Tracking 63
Curvature and Refraction 144
Curve Calculator 333
Cut Sheet Reports 413
D
Command Line 570
Comment 306
Data Collector Models 23
Common Buttons 40
Data Entry 42
Communication Link 556
Data Manager 419
Compass Balance 290
Datum 144
Complete Figure 109
DBF File 85
Complex Figure 107
Default Height 529
- 597 -
Index
Default Keyboard Shortcuts 152
Default Prism 521
Default Reflectorless 521
Default Settings 518, 524, 535
Delete Last Saved Point 281
Delete Point 281
Deleting Figures 111
Demo Mode 24
Descriptions 81
Direction Entry 49
Direction Format 143
Direction Unit 49
Disclaimer and Limited Warranty 2
Disconnect GPS 566
Display Settings 126
Display Toolbar 56
E
Edit Points 273
Edit Road 446
Edit Target 523, 533
EDM Mode 511, 518, 528-529
EDM Settings 501
Electronic Bubble 551
Elevation 151
Ellipsoid 347
Ellipsoid Height 144, 151
End-User License Agreement 2
End Figure 109
Equal Partitions 81
ESRI 85, 417
Exit 121
Distance Entry 45
Export 396, 400-402, 404, 409, 412-413,
416-417
Distance Offset 200
Export User Defined 417
Distance Unit 45, 142
Extended Edit Fields 42
Disto 572
F
Disto/Laser Toolbar 67
DOP 65
FBK File 401
Down/Out 317
FEA File 85
Download 578
Feature List Editor 85, 162
DP Record 281
Fieldbook File 401
Draw Figures Manually 117, 279
Figure Direction Marker 101
Draw Option Defaults 112
Figure List 103
Drawing Tool 114, 277
Figures 90, 92, 96, 98, 101-103, 105, 107109, 111, 119, 409
DTM 430, 441, 474
DXF 92, 95, 403-404, 422
Figures Draw Manually 117, 279
Figures Toolbar 93
- 598 -
MicroSurvey FieldGenius
File Types 41
GSM 556, 566
Files 27, 123
Guide Lights 511
Foresight 517, 527
H
G
Hardware Requirements 23
Geodetic Coordinate 347
Hectares 335
Geoid 144, 151, 347
Horizontal Angle Offset 202
Georeferenced Images 422
GIS 85
GNSS 538, 544-545
I
Images 422
GNSS Demo 357
Import 393, 400, 403, 406, 409, 416, 422,
441
GNSS Local Transformation 250, 295-296,
300
Import User Defined 417
GNSS Model and Communication 542
GNSS Offset Measure 244
GNSS Profile 357
GNSS Reference Profile 539
GNSS Rover 545
GNSS Rover Profile 540
GNSS Settings 561
GNSS Survey Report 402
GNSS Toolbar 65
GPS 65, 243, 249, 291, 548, 556, 559-560
Import/Export 391
Installation 24
Instrument Configuration 496
Instrument Selection 356
Instrument Settings 61, 63, 67
Instrument Settings Toolbar 511
Intersection 211, 213
Introduction 23
Inverse 309
Invert 210, 259
J
Correction Information 558
Position Information 567
Job Information 162
Raw Data Logging 568
Joystick Control 511
Satellite List 560
JPG/JPEG 422
Sensor Information 566
K
Grid Shift File 151
Group Codes 253
Keyboard Shortcuts 152
GroupCode 155, 191, 194
Keypad 42-43
Kinematic 249
- 599 -
Index
KML 417
Line Toolbar 93
Known Geodetic Position 237
Lines 92, 96
L
Land Development Desktop 401
LandXML 406, 409, 422, 442, 444
LandXML Cross Sections 473
Language 154
Laser 572
Laser Plummet 515
Linework 90
Link Configure 563
Link Information 564
Local Transformation 291, 295-296, 300
Local Transformation to Point 237
Lock 62-63
Lots 409
M
Laser Pointer 511, 515
Laser Toggle 67
Main Interface 54
Layers Manager 422
Main Menu Button 121
Layout Elevation 376
Make and Model Settings 496
LDD 401
Manage Road 446
Leica 530, 533
Manual Distance 235
Leica Constant 528-529
Manual Entry 234
Leica Geosystems 527, 532
Manual Entry - Alignment C/L 447
Leica instruments 530
Manual Entry - Template 463
Leica Offset 528-529
Manual Entry - Vertical Profile 454
Leica Target 527, 531
Map Data Layers Manager 422
Leica targets 530
Map Select Toolbar 71
Level Bubble 511, 515
Map View 54
Level Bubble Sensitivity 515
Masks 544
Level Bubble Tolerance 515
Measure 61-62, 64, 68
License Agreement 2
Measure Backsight 168
Licensing 163
Measure Benchmark 183
Line-Angle Intersection 213
Measure Distance 72
Line-Distance Offset 206
Measure Mode 61, 64, 66, 68
Line-Perpendicular Point 214
Measure Modes 165, 236, 242, 261
Line Mode 114, 277
Measurement 243
- 600 -
MicroSurvey FieldGenius
Measurement Tolerance 502
Options 126
MEP 382, 384, 389
Default Units 132
Microsoft ActiveSync 578
GPS 133
Microsoft Windows Mobile Device
Center 578
Interface 127
MicroSurvey Software Inc. 11
Point Labels 131
MicroSurvey Transfer 582
Roading 140
Mini Toolbar Control 71
Staking 134
Model and Communication 497
System 141
Modem Settings 556
Total Station 133
Mount Point 566
User Input 128
Multi-Set 194
Point Attributes 129
Orthometric Height 151
Multi-Set Tolerance 502
N
P
Pad 114, 277
Nautiz X7 89
Pan 56
New Figure 102
Parcels 409
New Road 446
Parcels (XML) 442
New Target 521-522, 531
Partition Lines/Arcs 80
No Communication 511
Patterns 303
No Lock 62-63
PDOP 65
No Store 188
Perpendicular Offset 317
Notes 87
Photo Notes 89
NTRIP 556, 566
Pipe Through Wall 388
O
Observation Toolbar 58
Occupy 168
Offset 200, 202, 205-206, 214, 317
Offset Intersection 316
Offset Staking 484
Plan 114, 277
point 79
Point Averaging 76
Point by Arc Mode 117, 279
Point by Line Mode 116, 278
Point Chooser Toolbar 75
Point Labels 56, 131
- 601 -
Index
Point Notes 87
R
Point on Wall 381
Radio Configuration 499
Point Patterns 303
Radio Settings 556
Point Scanning 222-223, 229-230, 233
Point Staking Toolbar 364
Point Toolbar 73
Radios 556
Raster Images 422
Raw Data Logging 566
Points 73
Raw File Comment 306
Points Database 420
Position Information 564
Predetermine Areas 335
Prism Constant 524, 528
Prism Offset 529
Raw File Record Types 584
Raw File Viewer 281
RC-2 499
Re-activating Figures 109
Real-time DTM Surface 436
Prism Offsets 501
Reference 168, 544
Prism Search Settings 503
Profile 538
Reference Position Modes 237
Reference Receiver 549
Profiles 408, 444
Reference Setup 549
Program Receiver 237
Program Settings 126
Project Files 41
Registration 24
Remote Height 205
Repair 24
Project Information 162
Project Manager 27, 123
Project Review 29
Repeat Last Shot 234
Repitition 194
Resection 178
Projection 144, 417
Resection Errors 180
Projects 27, 123
Reset RTK Filters 566
Q
Review Project Files 29
QSB File 441
Road Alignment 373
Quick Setup 265
Road Settings 446
Quick Start - Existing Project 30
Roading 444, 446-447, 454, 463, 467, 473475, 484, 489
Quick Start - New Project 33
Roads 446, 467, 484, 489
Roads Manager 444
- 602 -
MicroSurvey FieldGenius
Robotic Total Station 507
Select Point Toolbar 75
Robotic Total Station Toolbar 62
Send commands 570
Rotate 321, 326
Sensor Configure 562
Rotate / Translate / Scale 422
Sensor Information 563
Rotate/Translate/Scale Points 321, 326
Set Angle 513
Rover 242, 545
Set Default Height 517, 519, 527, 529
Rover Receiver 550
Sets 194
Rover Setup 550
Settings 126
RPN Calculator 349
Settings Menu 125
RTCM Transformation 557
Settings.xml 530
RTK 243, 556
Setup 168
RTS 321, 326, 422
Sewer 444
RW5 584
Shapefile 416
S
Satellite List 66
Satellite Plot 66, 559
Save 42
Save as Default Settings 144
Save Coordinate System 417
Save Template 413
Scale 321, 326
Scale Factor 143
Scientific Calculator 349
Scripts 570
SDR 400
Search 62-63
Search Settings 503
Sections 473
Select GNSS Profile 538
Select Line Toolbar 95
- 603 -
Shift 321, 326
Shortcuts 152
Sideshot 189
Sideshot (Auto Store) 190
SIMA 400
SIP 43
Skymap 559
Slope Staking 489
Smart Tags 119
Sokkia 400
Splines 107
Split Lines/Arcs 80
Stake Alignment 373, 484
Stake Arc 369
Stake Elevation 376
Stake Line 369
Stake Offset 484
Stake Point 360
Index
Stake Surface 374
Technical Support 9
Staking 200, 250, 364, 475, 484, 489
Template 409, 412, 463
Staking List 377
Templates 467, 473
Staking Menu 359
Temporary (No Store) 188
Staking Reports 413
temporary height 524
Standard Deviation 180
Temporary Height 519, 529
Start Button 121
Text Notes 88
Starting 24
TGRID 436
Station/Offset 317
TIF/TIFF 422
StdDev 180
Tilt Offset 247
Store Point 72
Tilt Survey 551
Store Points 273
TIN 436
Supported Devices 23
Tolerance Modes 545
Surface 441
Tolerances 544
Surface Manager 431
Topo Toolbar 68
Surface Settings 433
Total Station 505, 507
Surface Volume 435
Total Station Configuration 496
Surfaces 407, 430
Total Station Demo 357
Survey Tools 272
Total Station Make and Model 496
Switching Active Figures 103
Total Station Profile 357
SyncWizard 583
Total Station Toolbar 61
Syntax 570
Transform 422
T
Target 529
Target Height 61, 517, 527, 529
Target List 517-518, 520, 522, 527, 530-531
Target Manager 61, 64, 67, 517, 522, 527,
531
Target Name 532
TDS 584
Transformation 151, 291, 295-296, 300
Translate 321, 326
Transmit Corrections 549
Traverse 189
Traverse / Intersection 312
Traverse Adjustment 290
Traverse Report 285
Triangle Calculator 345
Trilateration 217, 257
- 604 -
MicroSurvey FieldGenius
Turn 514
Turn Instrument 511
Turn to Point 72
Two Line Intersection 211
U
Unit Settings 141
Units 45, 49
Upload 578
User Defined 532
User Defined Coordinate Systems 417
Using Active Figures 98
V
Version 163
Vertical Angle Offset 205
Vertical Balance 290
vertical offset 383, 387, 389
Vertical Plane Projection 219
Vertical Profile 454
Volume 434
W
Wall 389
Windows Mobile Device Center 578
X
XML 406, 409, 422, 442, 444, 473
Z
Zoom 56
- 605 -
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