Land Surveyors United - Surveying Education Community

embedded cad questions

2021-11-19T15:22:17.000Z

hi. i hope there are people out there using embedded cad and can answer questions i can't find in there wonderful videos. 

 

we are converting over from the great antique land desktop 3. been using it for 20 years now but need to upgrade our survey software. i don't want to use civil 3d.

 

we have field genius and love it so we went with embedded cad. my biggest question is points. i just want to change the node from a dot to an X. they show you how in the intellicad version but not for embedded cad, popups don't look the same

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How to Sync Data with Desktop PC

2010-11-02T04:47:58.000Z
I was looking for a way to download my Jett CE (SMI) data to my laptop instead of my desktop PC and this is what i found.



Download it here:

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Starnet Help

2014-10-25T15:53:07.000Z

Hi,

I am currently using starnet V6 and I am having a problem. Tried searching through the manuals and online help but no such luck. 

Currently I have a two traverse loops; One loop is the original loop which was done many years back, the second loop was recently done and contains part of the original loop and was done using assumed bearing and coordinates. I would like to know how to do a transformation of the loops and also find out the residuals of the original loop to know how much they have moved. 

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Hexigon Acquires Microsurvey

2012-02-21T21:41:12.000Z

In an official press release from Microsurvey, we learn of their new acquisition by Hexigon:

FOR IMMEDIATE RELEASE

MicroSurvey Software Acquired by Hexagon

January 19th, 2012 – MicroSurvey is excited to announce that The Hexagon Group has entered into an agreement to acquire all outstanding shares of MicroSurvey Software Inc., the leading Canadian based developer of surveying and mapping software for the land surveying, construction, and forensic markets.

"MicroSurvey has grown very rapidly in the last 2 years and the acquisition by Hexagon gives us the means to grow even faster and keep pace with the ever-growing customer demand. Our team is extremely excited about this acquisition as it provides us the vehicle for further investment in innovation and greater access to the market", stated Darcy Detlor, president of MicroSurvey Software. Mr. Detlor will continue as president of MicroSurvey.

Headquartered in Kelowna, British Columbia, MicroSurvey currently employs 30 people. With a successful expansion of its footprint in recent years, today the company provides innovative software solutions to customers around the world.

"The acquisition of MicroSurvey notably expands Hexagon's product offerings and software development capabilities for several of our key markets including land surveying, construction and public safety." said Ola Rollen, CEO and President of Hexagon AB. "Additionally, both MicroSurvey's software products and Hexagon's instrument products enjoy strong leadership positions in these markets". "The ability to offer such comprehensive, market-leading and innovative solutions will undoubtedly benefit both current and future customers of Hexagon."

About MicroSurvey

MicroSurvey Software Inc. has been developing software and hardware solutions for surveying, forensic mapping, and data collection for over twenty-five years. With customers in over 100 countries, MicroSurvey Software is a two-time winner of PROFIT Magazine's 100 Fastest Growing Companies and a winner of the Deloitte Technology Fast 500. Both have recognized MicroSurvey Software for its outstanding sales growth.

About Hexagon

Hexagon has over 12,500 employees in more than 40 countries and net sales of about 2,200 Million Euros. Their products are used in a broad range of industries including surveying, power and energy, aerospace and defence, safety and security, construction and manufacturing. Learn more at www.hexagon.com.

Press Release from Hexigon

2012-01-19 08:00
Hexagon acquires leading Canadian surveying & mapping software developer, MicroSurvey

Hexagon has entered into an agreement to acquire all outstanding shares of MicroSurvey Software Inc., a leading Canadian based developer of surveying and mapping software for the land surveying, construction, and forensic markets.

Headquartered in Kelowna, British Columbia, MicroSurvey currently employs 30 people. With a successful expansion of its footprint in recent years, today the company provides innovative software solutions to customers around the world.

"The acquisition of MicroSurvey notably expands Hexagon's product offerings and software development capabilities for several of our key markets including land surveying, construction and public safety." said Ola Rollen, CEO and President of Hexagon AB. "Additionally, both MicroSurvey's software products and Hexagon's instrument products enjoy strong leadership positions in these markets". "The ability to offer such comprehensive, market-leading and innovative solutions will undoubtedly benefit both current and future customers of Hexagon."

Excluding inter-company sales, MicroSurvey's turnover in 2010 amounted to approximately 2 MEUR.

For further information please contact: Mattias Stenberg, Vice president Strategy & Communications, Hexagon AB, +46 8 601 26 27, [email protected]

Hexagon is a leading global provider of design, measurement and visualisation technologies. Our customers can design, measure and position objects, and process and present data, to stay one step ahead of a changing world. Hexagon's solutions increase productivity, enhance quality and allow for faster, better operational decisions, saving time, money and resources. Hexagon has over 12 500 employees in more than 40 countries and net sales of about 2 200 MEUR. Our products are used in a broad range of industries including surveying, power and energy, aerospace and defence, safety and security, construction and manufacturing. Learn more at www.hexagon.com.

News from GIM INternational

MicroSurvey has announced that The Hexagon Group has entered into an agreement to acquire all outstanding shares of MicroSurvey Software Inc., the leading Canada-based developer of surveying and mapping software for the land surveying, construction and forensic markets.

"MicroSurvey has grown very rapidly in the last 2 years and the acquisition by Hexagon gives us the means to grow even faster and keep pace with the ever-growing customer demand. Our team is extremely excited about this acquisition as it provides us the vehicle for further investment in innovation and greater access to the market", stated Darcy Detlor, president of MicroSurvey Software. Mr. Detlor will continue as president of MicroSurvey.

Headquartered in Kelowna, British Columbia, MicroSurvey currently employs 30 people. With a successful expansion of its footprint in recent years, today the company provides innovative software solutions to customers around the world.

"The acquisition of MicroSurvey notably expands Hexagon's product offerings and software development capabilities for several of our key markets including land surveying, construction and public safety," said Ola Rollen, CEO and president of Hexagon AB. "Additionally, both MicroSurvey's software products and Hexagon's instrument products enjoy strong leadership positions in these markets. The ability to offer such comprehensive, market-leading and innovative solutions will undoubtedly benefit both current and future customers of Hexagon."

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latlon to utm

2014-11-08T08:52:16.000Z

Respected sir,

          Please help me to transform the latlon coordinates to UTM manually how can i solve it manually

THANK YOY

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Land Surveyors United - Surveying Education Community

EC-SM1000 Engineering Calculator with in built and user programming

2020-11-03T18:24:16.000Z

Dear All, 

 

Please find Engineering Calculator Surveying Master with in built 80 Land Surveying program's like control surveying, Road and infrastructure alignment, curves, intersection, resections, interpolations and much more.

 

Free Programming on request just send 

 

Input Data

Formulas calculation

Output8119952094?profile=RESIZE_710x

 

Request from mentioned website on cover.

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Road Profile

2015-10-28T12:52:18.000Z

Can somebody tell me how to create road profile in autocad  with using only existing levels

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EXCEL SHEET PROGRAM FOR AREA AND BACK COMPUTATION

2020-07-14T07:37:28.000Z

Land surveying is an essential part of construction and engineering projects, and it requires accurate measurements and calculations to determine the boundaries and features of a piece of land. The use of technology has made land surveying more efficient and accurate, and one of the tools that have revolutionized land surveying is the Excel program. In this blog post, we will discuss an Excel program designed to compute the area of a given parcel of land by inputting the boundary coordinates.

EXCEL SHEET PROGRAM FOR AREA AND BACK COMPUTATION

The Excel program is designed to simplify the land surveying process by generating distance and bearing directly from the inputted boundary coordinates. This feature saves time and eliminates the need for manual calculations, which can be prone to errors. Additionally, the program determines the covered area in different formats depending on the size and perimeter distance of the parcel of land. This feature provides flexibility and allows surveyors to customize the output to meet their needs.

The inputted boundary coordinates can be plotted directly in AutoCAD, a computer-aided design software commonly used in engineering and land surveying. This feature allows surveyors to create accurate and detailed maps of the parcel of land, which can be used for planning and design purposes. The use of AutoCAD also ensures that the maps are to scale and meet the required standards.

To use the Excel program, surveyors input the boundary coordinates in a specified format. The program generates the distance and bearing, which can be used to check the accuracy of the inputted coordinates. Once the program has computed the area, surveyors can choose the output format that suits their needs. The program can generate the covered area in square feet, acres, hectares, or any other unit of measurement.

The Excel program offers numerous benefits to land surveyors. It simplifies the land surveying process and eliminates the need for manual calculations, which can be prone to errors. The program also offers flexibility in generating the covered area in different formats and allows the inputted boundary coordinates to be plotted directly in AutoCAD. The use of technology ensures that the maps are accurate and meet the required standards.

In conclusion, land surveying requires accurate measurements and calculations to determine the boundaries and features of a piece of land. The use of technology has revolutionized land surveying, and the Excel program discussed in this blog post is an excellent example of how technology can simplify and improve the land surveying process. By generating distance and bearing directly from the inputted boundary coordinates and allowing the inputted coordinates to be plotted directly in AutoCAD, the program offers numerous benefits to land surveyors and ensures accurate and detailed maps of the parcel of land.

This excel program was designed to compute the area of a given parcel of land by input the boundary coordinates. It will generate distance and bearing directly. It also determine the covered area in different formats depend on the size and perimeter distance. The inputed boundary coordinates can be plotted in AutoCAD directly. This program is very efficient, powerful and friendly. Download it and use it for your field and office work. Just click read only and it is done.

Enjoy

Download AREA_ BACK COMPUTATION Ver2.0.xlsm

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Calculation Excel Sheets Needed

2021-04-05T12:13:09.000Z

Good day

Does anyone know of a service or anyone who can make Excel Sheets and Programs to perform calculations? Such us Boundary closures, traverse display, level sheets, Vertical and Horizontal Curves, Etc

Any advice or guidance will be appreciated.

Thank you...

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COORDINATE CONVERSION Ver.3.xlsm

2021-05-03T20:45:51.000Z

Hello,

Find the attached Excel spreadsheet for your easy coordinates conversations from grid to geographical coordinates and vice versa.

COORDINATE CONVERSION Ver.3.xlsm

Download COORDINATE CONVERSION Ver.3.xlsm

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Introducing Sokkia GCX2 receiver

2015-02-04T22:04:07.000Z

Sokkia GCX2 receiverSokkia introduces the latest GNSS integrated receiver designed for lightweight and convenient field operation — the GCX2.  “Nicknamed ‘the bullet’, the GCX2 exemplifies a completely reimagined approach to receiver design that offers an ultra-lightweight and ergonomic solution at a low cost,” said Eduardo Falcon, executive vice president and general manager of the GeoPositioning Solutions Group.

The multi-constellation and dual frequency receiver is designed to offer affordable high-quality results for traditional applications in the surveying and construction fields — as well as unconventional utilizations such as in landscape architecture, GIS, BIM and forensic mapping.  The receiver connects via Bluetooth® to the Sokkia S-10 or GHX2 field controller enabling ease-of-operation within the MAGNET® suite of software. The GXC2 utilizes 226 channels; each one optimized to constantly track any currently available satellite signals.

Sokkia GCX2 receiver product shot surveying“This is the smallest and lightest integrated receiver Sokkia has ever offered,” said Falcon. “The innovative POST™ (Precision Orbital Satellite Technology) antenna element allows for a form that is both ergonomic and extremely lightweight, which fully differentiates it from existing receivers in the market. The unique ‘bullet’ shape appears as a small extension of the range pole — almost as if it’s not even there.”

The receiver features radio-free RTK operation via interference-free data communication technology, which eliminates licensing issues. When used as a base station, it may support up to three concurrent GCX2 rovers at a range of up to 300 meters. Each receiver may be used as a base or as a rover.For network operation, the GCX2 may be paired with a cellular-enabled data-controller to provide RTK network corrections and connectivity with MAGNET Enterprise.

“The GCX2 delivers a high level of performance and efficient workflow, and it’s offered with a substantial pricing advantage over competitive systems,” said Falcon. 

Additional features include a rechargeable battery and Sokkia receiver utility (SRU) software compatibility.  

Download the Sokkia Press Kit Below

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Sokkia 2LS Cygnus KS-102 manual

2016-03-31T16:41:25.000Z

Surveyor from the network asked if I might be able to dig up a Sokkia 2LS Cygnus KS-102 manual for his Sokkia Total Station.  It wasn't easy to find but i managed to find one to share for support.

Cygnus (Topcon) KS-102 Reflectorless Total Station 

The Cygnus (designed by Topcon) provides superior performance at an unbeatable price for survey and construction applications. It's built tough to survive in extreme conditions, yet easy to set up and put to work quickly. Cygnus features 200m reflectorless operation and up to 2,000m using a single prism. There's even a built-in laser pointer to aid in layout work. With a 24-key alphanumeric interface, 24,000 point capable memory, and up to three days of operation off of a single charge, Cygnus is the perfect solution for medium duty survey and construction layout. You can find it attached below. 
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Sokkia 3030r - Data transfer - Card to Mem

2023-07-04T13:53:10.000Z

Good day.

I am looking for assistance in transferring data to my Sokkia 3030r from txt. file. This data was extracted from Cad file / cogo points. I have Pt, North, East, Elev, code format. (comma del) I also created an .SDR file. I am playing around with both Spectrum link and Sokkia link and I cannot manage to transfer to data to the machine. I am missing a component and can't find much information online. I bought a new Compact flash card. (64mb), a low storage card (this is what I understand as being required for the older machine). I formatted the card using the machine. I tried both SDR20 and SDR33 files. from the new card. Card to Mem > I get a "There are no entries" pop up. I also tried transferring from app - Spectrum link, and sokkia link with no success.

I assume my txt format or SDR file is not formatted correctly or something ?? Anyone out there have tips or recommendations?

 

thank you kindly

 

Shawn

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SET6F Documentation

2020-05-18T17:13:27.000Z

I recently purchased a SET6F on ebay, an actually got it up and running.

Does anyone know where I can find a copy of the operator's manual?  Hard copy preferred, or a link to a pdf , or anything.

I have the manual that came with it, but all the pages are stuck together. (Surveying in the rain?) More of a paperweight than a document.

Opening it just rips the pages.

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List of Sokkia Field Operation Codes and Descriptions

2017-01-14T20:21:11.000Z

I recently received and email from a member who was searching and searching for a comprehensive list of Field Operation Codes for Sokkia Instruments.  I managed to track down a list here thanks to Listech and figured I would share my findings with the group.

(This functionality is available with the Input / Output module)

This topic documents the operation codes that may be used when performing field surveys with Sokkia data recorders for processing in the system.

Symbols

The system supports a wide variety of symbols defined via feature codes stored in its code tables.

Entering the appropriate dimensions as a Sokkia note field for a point will enable automatic generation of symbols at the required size. Use of this feature dramatically increases productivity in both field and processing operations. The dimensions are applied to the symbol defined in the code table for the feature code of the point.

The examples below assume that the Settings/Code Definition command in had the feature code structure defined as CCC (three character code with no string identifier),

For the SDR2/22/24/33 data recorders, enter an SDR note field (13NM) starting with a minus sign followed by dimension1 and dimension2, separated by a minus sign.
For example, if the feature code of the previous point was 201 which was defined as a tree in the code table, and a note of -10.0-0.6 is entered, the SDR file should have a note field consisting of 13NM-10.0-0.6
This note defines that the tree has a spread of 10 units and a trunk of 0.6 units diameter.
Leading zeros and decimal points are optional. (i.e. the note above could be recorded as
-10-0.6 or -10-.6 )   FOR the SDC data card using a plus (+) character after the code followed by 'D1' or 'D2' operation codes is used to control the symbol size.
'D1' This designates a single dimension for a symbol. The symbol generated will have the same height and width as entered. E.g. +D13.4 will create a symbol with a size of 3.4 units.
'D2' This designates a two dimensional symbol. The symbol generated will have the height and width as entered. The second dimension MUST be separated from the first with a slash '/'.
E.g. +D23.4 /1.0 will create a symbol with a height of 3.4 units and a width of 1.0 units.
'DC' This operation code sets a temporary point feature code for this point. This permits the entering of point symbols during the creation of a string of a different feature code. E.g. +DC102 will use the symbol defined in the code table for feature code identifier 102.

For most symbols, dimensions 1 & 2 refer to the height and width of the symbol.

If dimension 2 is zero or not entered (default), dimension 2 will be treated as equal to dimension 1.

If dimensions 1 & 2 are different, the symbol will be "stretched or elongated" (i.e. a circular symbol appears elliptical, a square symbol appears rectangular).

For tree symbols, dimension 1 refers to the spread, and dimension 2 refers to the trunk diameter. If dimension 2 is zero or not entered (default), no trunk will be drawn.

The maximum size for dimension1 and dimension2 is 32.5.

Line Creation Methods

The system supports the following line creation methods.

STRAIGHT LINE STRING [Default] CURVED LINE STRING CIRCLE BY CENTRE AND RADIAL POINT CIRCLE BY DIAMETER POINTS CIRCLE BY 3 CIRCUMFERENCE POINTS ARC BY 3 CIRCUMFERENCE POINTS

The reduction process will make the following assumptions:

After setting Line Creation Method 1, strings will be processed as straight lines until the Line Creation Method is changed or a new line is commenced. After setting Line Creation Method 2, strings will be processed as splines until the Line Creation Method is changed or a new line is commenced. After setting Line Creation Method 3, the previous point will be treated as the centre and the next point as the radial point in constructing the circle. After setting Line Creation Method 4, the previous point and the next point will be treated as the extremities of the diameter in constructing the circle. After setting Line Creation Method 5 the previous point and the next two points will be treated as circumference points in constructing the circle. After setting Line Creation Method 6 the previous point and the next two points will be treated as circumference points on the arc. Following any Line Creation Method from 3 to 6, the system will default to Line Creation Method 1 until a new Line Creation Method is entered.

The examples below assume that the Settings/Code Definition command had the feature code structure defined as CCC (three character code with no string identifier),

For the SDR2/22/24/33 data recorders, enter an SDR note field (13NM) starting with operation code 3 followed by the Line Creation Method. Refer also the Operation codes later in this topic.
For example, if a note of 32 is entered, the down loaded SDR file should have a note field consisting of 13NM32
This note specifies Line Creation Method 2 FOR the SDC data card, refer to the SDC operation codes later in this topic. OPERATION CODES

FOR the SDR2/22/24/33 DATA RECORDERS

For the SDR2/22/24/33 Data Recorders, operation codes are entered via the note field (13NM). The operation codes have been designed to minimise the number of key strokes required to be entered.

The following operation codes are supported.

Option First Character Full Definition Example (includes SDR 13NM)
Point Symbol - -dim1-dim2 13NM-10.0-1.0 [Symbol assigned to feature code of the previous entry height 10.0 and width 1.0]
Description 1 -description 13NM1fence [Description "fence" assigned to previous point]
Offset Left 2 21dist 13NM211.2 [Moves last point Left 1.2]
Offset Right 2 22dist 13NM221.2 [Moves last point Right 1.2]
Move Forward 2 23dist 13NM231.2 [Moves last point Forward 1.2]
Move Backward 2 24dist 13NM241.2 [Moves last point Back 1.2]
Move Point Up 2 25dist 13NM251.2 [Moves last point Up 1.2]
Move Point Down 2 26dist 13NM261.2 [Moves last point Down 1.2]
Line Creation Method 3 3method 13NM33 [Line Creation Method 3, See line creation methods above]
Close String 4 4 13NM4 [Closes current string back to its start point]
Repeat Point 5 5 13NM5 [Starts a new line at the last point]
Delete Point 6 6 13NM6 [Flags previous point to be deleted]
Remove Elevation 7 7 13NM7 [Removes elevation from previous point]
Join 2 Points 8 8-pt1-pt2-code 13NM8-213-243-21055 [Join 213 to 243 with feature code of 210; assumes code structure of CCCSS]
Circle 9 9radius 13NM922.3 [Creates a circle of radius 22.3 with centre at previous point]

For Trimble Total Stations that support the SDR format, LISCAD supports height and spread for tree symbols and twin operation codes created via Trimble's onboard software.

TREES
The symbol used will be that defined by the currently running point code.
An example of the format is:-
13ATHeight (m) 10.0000000000000 13ATSpread (mm) 2000.00000000000

Twin Codes
Using this operation code, lines can be ended and a new one started on the same point.
An example of the format is:-
09F11100072.1613400000000093.2179500000000154.2292200000004070140606

If the note field does not start with one of the above characters (in the First Character column), then it will be treated simply as a note and passed to the field file as a comment. No special operations will be performed.

The following section of an SDR file illustrates the above features.

It assumes a 3 digit feature code followed by a 2 digit string identifier; that is, a code definition of CCCSS. It also assumes that feature code 201 is defined in the code table as a tree.

SOKKIA SDR-22 - Header Line | | 09F10010005027.970000091.610000073.848055590301 09F10010008920.340000090.665000089.622222210400 09F10010009014.150000096.241944499.567777720100 - Observation with code 201 (a tree) 13NM-3.5-.3 - Tree dimension (3.5 spread, 0.3 trunk) 09F10010009110.400000097.3047222112.29027720100 - Observation with code 201 (a tree) 13NM-4-.3- Tree dimension (4.0 spread, 0.3 trunk) 09F1001000929.4100000088.6552777147.82250041003 09F10010009310.790000089.2336111127.66166641003 13NM210.34 - Offset left 0.34 09F10010009814.570000087.2013888166.42361110201 09F10010009922.790000088.2416666160.78000010201 13NM32 - Commence a spline 09F1001001006.6100000085.2938888181.78722210202 09F10010010111.010000086.8269444218.16111110202 09F10010010217.610000087.9397222231.08111110202 09F10010010316.630000091.6147222216.60583320100 13NM-7-.3 - Tree dimension (7.0 spread, 0.3 trunk) 09F10010010415.890000087.5263888202.37694410400

The system can reform SDR Sets but the following SDR Set definitions apply (Refer Sokkia Manual, 'Set Collection').

Collection Method Definition Method: Must be set to HVD: All measurements are collected in each set of observations.
Num Dist Reads: Should be set to 1
Face Order: Must be set to "F1F2/F2F1"
Obs Order: Must be set to "123...321"
Return Sight: Must be set OFF

The system uses the SDR generated note '13SCSet #: ..' to begin its sets collection process. This line must not be deleted.

The system uses the SDR set Command "12SC .." to complete its sets collection. Other SDR Notes should not be inserted between these two commands.

To use the azimuth entered via the keyboard and override the backsight RO, in the field you need to enter "9999" when prompted for the backsight point. This is a special SDR feature that LISCAD developed to support the option for the operator to enter an azimuth to the backsight point. You should still take a reading to the backsight point.

OPERATION CODES

FOR the SDC DATA CARD

Various field operations can be entered using the SDC code field. These operation codes will cause the system to perform the following processes:-

Interpret an observation as a Backsight Enter a description against a point Construct Arcs and Circles Apply entered offsets to an observation. Dimension symbols Delete an elevation from a point Set Line Creation Methods and various string operations.

The operation codes are entered in the code field, and may be preceded by a feature code. Each operation code MUST be preceded by a separator (for the SDC this is the plus '+'character). More than one operation code can be entered against an observation.

Following is a detailed definition of each SDC operation code.

Backsight - Operation Code 'B[Reference Object point identifier]'

When entered in the point code field following a new station setup, the bearing of this observation is extracted and entered as the backsight bearing from that station to a reference Object. If the operation code is directly followed by a number, this is interpreted as the reference object point identifier. If a number is not entered, the point identifier of the observation is taken as the reference object point identifier. E.g. +B23 +B

Description - Operation Code 'P'

Alpha numeric characters after the P until the next '+' character are transferred to the description field. E.g. +PGUM gives a description of GUM.

Arc Construction - Operation Codes 'A3'

'A3' defines an arc consisting of the current point and the following 2 points. E.g. +A3

Circle Construction - Operation Codes 'C3', 'CD', 'CR*.*'

'C3' defines a circle consisting of the current point and the following 2 points on the circumference. E.g. +C3 'CD' defines a circle consisting of the current point and the following point which are taken as diameter points on the circle. E.g. +CD

'CR' defines a circle around the current point with the radius entered. The radius, in units must immediately follow this code. E.g. +CR4.7 defines a circle of radius 4.7 units around the current point.

Offsets - Operation Codes 'OF*.*', 'OB*.*', 'OR*.*', 'OL*.*', 'OU*.*', 'OD*.*'

'OF' (Forward) applies an added distance to the measured distance. E.g. +OF0.34

'OB' (Backward) reduces the measured distance by the value specified. E.g. +OB0.34

'OR' (Right) applies an offset to the right of the measured position by the offset specified.
E.g. +OR1.7

'OL' (Left) applies an offset to the left of the measured position by the offset specified.
E.g. +OL2.17

'OU' (Up) adds the entered value to the elevation of the reduced observation. E.g. +OU1.12

'OD' (Down) subtracts the entered value from the elevation of the reduced observation. E.g. +OD1.12

Symbols - Operation Codes 'D1*.*', 'D2*.* *.*', 'DC*'

NOTE: All symbols are derived from the code table (user defined). The symbol of the current feature code is automatically generated. 'D1' and 'D2' operation codes are used to control the symbol size.

'D1' This designates a single dimension for a symbol. The symbol generated will have the same height and width as entered. E.g. +D13.4 will create a symbol with a size of 3.4 units.

'D2' This designates a two dimensional symbol. The symbol generated will have the height and width as entered. The second dimension MUST be separated from the first with a slash '/'.
E.g. +D23.4 /1.0 will create a symbol with a height of 3.4 units and a width of 1.0 units.

'DC' This operation code sets a temporary point feature code for this point. This permits the entering of point symbols during the creation of a string of a different feature code. E.g. +DC102 will use the symbol defined in the code table for feature code identifier 102.

NOTE: For tree symbols, height refers to the spread, and width refers to the trunk diameter. If the symbol is single dimensional no trunk will be drawn. The maximum size for dimensions is 32.5 .

Strings - Operation Codes 'SB', 'SR', 'SS', 'SC', 'SM'

'SB' This operation code closes the current string back to beginning of the string. E.g. +SB

'SR' This operation code will start a new string from the previous point. This is used when a string code is changed but continuous stringing is required, say for a common top and toe point.
E.g. +SR

'SS' This sets the Line Creation Method to a straight line. E.g. +SS

'SC' This sets the Line Creation Method to a curved line. E.g. +SC

Remove Elevation - Operation Code 'R'

'R' This operation code sets the elevation of the observed point to undefined. E.g. +R

Setup Note:

For the SDR2/22/24/33 data recorders. The Sokkia on-board setup routine forces the user to insert a backsight point identifier when you enter an azimuth as a back bearing. LISCAD will interpret a back sight point identifier of 9999 as a dummy point and ignore it. If you enter an azimuth as a back bearing, ensure the back sight point is always 9999.

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UAV Mapping and Processing

2018-08-12T07:17:00.000Z

Good afternoon,

I am just about to launch a new small business called Ground Control Surveys.

I live in Sydney, Australia.

The business will offer both UAV Mapping and Processing. 

Having read a whole lot of forums over the last few years, I have seen that there are a large number of people who want to take advantage of UAV's for mapping, but who don't have the time to experiment with all the processing software/s. 

For those local to my area, I can fly the drone (Licensed CASA pilot) and process the images.

But for those who may be interstate or overseas; I am more than happy to process the imagery that you may have taken.

I can also discuss the flight planning, ground control placement, camera settings etc with you, to ensure the imagery is of sufficient quality. 

I have refined the process over the last 2 years and have found that Photoscan allows for the most customisation, which, done correctly, leads to the most accurate results; however, if you require the imagery processed in similar software, that can usually be arranged. 

If anyone would like to know more, I can share with you my past projects and the accuracy analysis.

I can also assist with the analysis after the processing is complete eg. categorising the point cloud, creating a bare-Earth model, generating contours and exporting them as a DXF, creating a 10 x 10m grid and sampling heights at these locations etc.

Don't hesitate to ask any questions, I'm happy to share some quick tips on this or any related topics (QGIS, GlobalMapper etc).

Kind regards,

James Wallace

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eBee Plus and Agisoft workflow and Geoid

2018-08-08T06:49:06.000Z

We have recently acquired an eBee plus and interested in others experience and tips in optimizing the workflow in Agisoft, in particular using a geoid model where the local geoid model is not well defined (outside South Africa) We always use accurate ground control points to verify results. The geoid model is fairly well defined in South Africa with an accuracy or standard deviation of 7cm. Has anyone used a geoid specific to Africa and verified against true orthometric heights, and if so where?

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Is Drone Surveying Legal In Your Country?

2021-06-04T23:47:31.000Z

I stumbled across a terrific resource called Drone Made which outlines the legality of operating drones in pretty much all countries of the world. Following drone rules can be a hard thing to do, especially if you are continuously travelling. We are a community of travellers from all around the world & created the first truly global and up to date Drone Laws World Map(s)!

 

 

 

European Drone Laws

Europe
 
 
European Drone Laws

 

North America

 

 

 

 

 

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Ground Control for Narrow Road Strips

2020-09-07T18:38:35.000Z

Hi Guys 

I got my photo control and processing all figured out for Normal projects with good geometry but im having a hard time figuring out how to place and space control points for narrow road strip.

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Massive Drone Surveying Playlist for Beginners

2022-08-05T16:54:35.000Z

Check out this collection of Drone Surveying Videos for learning the basics related to surveying with UAVs and Drones.

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How To Update Carlson SurvCE Using a Memory Card

2011-02-14T22:50:27.000Z
Today, I am going to share with you a tip on how to update Carlson SurvCE using a memory card.
We've covered Carlson data collector and software tips in the past, but this one seems to be a common question that surveyors ask in the field. There is an extensive database of Carlson related guides which can be found here as well.
Below you will find the embedded document: how_to_update_survce_using_a_memory_card
Get your own at Scribd or explore others:
It's always good to check out the Carlson site from time to time, as they are constantly adding useful information. If you are looking for a nice used Carlson Explore, check out the LSU Store.
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Carlson SurvCE ver 2.58 Localisation

2015-12-28T09:17:40.000Z

Hi can anyone please help. I am splitting a large cadastral layout into managable portions. After doing the initial site localisation I want to use this same localisation file for each of the portions as separate surveys without revisiting all the points used in the localisation yet starting each portion as a new job. Is this possible? I thought of doing the localisation as a job then saving it to the pc, then renaming this file for each of the portions of 100+ plots being surveyed

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Carlson 2022 Software

2022-10-17T18:40:44.000Z

I have a weird scale (1:14726.5) that just took over and can't get back to the usual Ex: 1"=50'. Carlson Support hasn't been able to help. We've tried different setting changes.Scale.pdf

Has anyone had this problem?

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TGO, Point Attributes and Carlson

2011-05-25T13:00:19.000Z
ive posted this on the Carlson support forum and havent gotten much information, can anyone help me with the steps to exporting a file out of tgo and importing into carlson and having my point attributes show up

Ty Olinghouse
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BRx7 Base Issue?

2021-06-10T23:18:27.000Z

When I set up my BRx7 system for base & rover, my base remains on autonomous. Is this normal?

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Pentax PCS-1s

2018-08-01T05:13:33.000Z

Hi,

Who knows the total station Pentax PCS-1s  and technical characteristics.

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Pentax R-400 Total Station Manual

2014-01-06T20:52:32.000Z

This little baby just got me out of a pinch.  I figured I would share this Pentax R-400 Operators Manual with you guys in case you need it..

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Linertec TS

2014-09-24T19:35:20.000Z

Hello

Has anybody experiences of working with Linertec Total Station?

Is it PENTAX or what?

Thanks.

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CHALLENGE IN USING MY PENTAX TOTAL STATION

2015-05-17T19:09:28.000Z

Pentax PCS-2

I recently received a Pentax PCS-2s total station from another surveyor as a gift but i am having a few challenges. I have read the manual for three times now but i have still been unable to solve my little situation. To make coordinate observations one will have to input in the station coordinates and make a back sight observation but my challenge is, when inputting in the station coordinates i am allowed only five slots to key in my digits but my eastings are six digits. IMG-20150328-00197.jpg

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INSTRUMENT LABEL PENTAX R-330c SCREEN LABEL R-300

2014-10-31T13:06:51.000Z

Hello Group,i imported a used Pentax labeled R-330c which i found out after importation that its in Japanese language and its very expensive to return it to Japan. please dear Group can someone help me with ideas how to change it to English?

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Topcon GPS file help

2018-05-19T20:54:39.000Z

I went out and shot a couple points to use for the college course I teach. When I came back to the office my computer crashed with my Topcon tools and Pinnacle on it. Can somebody convert these to rinex for me. And if possible solve the small network.Thank you much, Dave

6217.tps

6288.tps

ctne138.zip

6217- Slant :4.83' (1.472m) - Vert.:4.74' (1.445m)

           Start: 12:54pm EDT   End: 1:39 pm EDT

6288 - Slant:5.155' (1.571m) - Vert: 5.06' (1.542m)

            Start: 1:02 pm EDT  End: 1:47 pm EDT

Hold CTNE   N: 806,142.76

                     E: 1,009,694.66

                     Ortho 233.27'

     

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Lcd for topcon

2020-02-06T01:42:51.000Z

Good day again to all,

Are lcd can be repaired? I have a second thought of buying used instrument. I plan to buy a used topcon instrument model cs-20r but lcd is not clear. Can it be repaired? 

Thank you all. 

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OSGM02 geoid needed for Topcon Tools

2016-06-17T15:54:08.000Z

Hi all,

Surveying was completed using Topcon dGPS but when I upload the job files into Topcon Tools it tells me that the 'OSGM02: geoid model is not in the list. Elevations calculations will work incorrectly if you do not load this geoid'.

I have searched for a solution of the OS website but have not found anything. I have also tried uninstalling Topcon Tools and reinstalling all the geoid models available on the disc but this particular one isn't an option on the CD.

Any advice or help would be great!

Thanks

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Topcon GTS-235W to TSC3 Serial Connection

2018-10-25T22:21:44.000Z

I am having a heck of a time getting this gun to zero from my TSC3.  The gun seems to connect as soon as I run "Station Setup" from the collector, but when I tell it to backsight it beeps but does not zero and the collector says instrument error.

The baud rate is set to 1200, parity is even, stop bits 2.  I tried going up to 4800 on the baud, but I'm really grabbing at straws.  If anyone has any know how it is greatly appreciated.

Thanks,
Dan

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Topcon DL 102C Stadia Readings Issue

2015-04-03T00:09:28.000Z

Hi everyone,

I have just noticed that my DL102C Topcon level stadia readings are off about 3% for every 100 ft .

I can chain out 100 ft for my backsite and 100 ft for my foresight set up in the middle and the foresight will be 97 ft. Is this a setting in the level itself or does it have something to do with the bar code rod? The runs come out fine elevation wise. Peg test are good. It is just that the distances for my turns are not true.

Does anyone have an explanation for me and my crew. The office support does not seem to now the answer. Thanks a bunch.

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Trimble 5603 Connection Question

2014-10-02T16:44:24.000Z

Please see the pictures in this post below before reading.

 

Hello there guys.  I have experience running an s3 total station, an s6, and various leicas like 403, 1103, Ts06, but I recently purchased this older gun the 5603 robotic.  It came with no literature and there isn't a lot on the net.  I have not used cables like this before.  My internal gun battery is no good, so I have an external.  I want to hook up my tsc3 to the gun and bypass the acu.  I didn't have the needed cables to make with work until a few days ago, see the pics below for what I have now.  My question is, since I have an external battery, the controller and batter must enter the gun at the same point shown in the second picture.  My question before I fry my gun is, so I have the connections listed correctly in that picture for that 3 way adapter.  Tsc3 and batter plug in on one end, then the other end of the adapter which is a 9 pin, has a cord connecting to it, then that connection plugs into the gun as pictured?  I have not seen this arrangement before.     Do you guys have any other tips I should know about when I try to hook this up?  Thanks so much.

 

 

 

 

 

 

 

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TSC3 DATALOGGER CALIBRATION FILE TRANSFER

2014-12-20T10:43:26.000Z

If I carry out site calibration on with a TSC3 datalogger,

HOW DO I COPY THE CALIBRATION FILE TO ANOTHER DATALOGGER( WHAT IS THE FILE EXTENSION OF THE CALIBRATION AND WHERE WILL IT BE SAVED)?

2. CAN I SAVE THE CALIBRATION ON A PC AND USE IT IN THE NEAR FUTURE AND HOW?

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TRIMBLE 5600 CU REPAIR (GEODIMETER)

2015-06-13T16:35:43.000Z

DOES ANYBODY KNOW OF A INSTRUMENT REPAIR FACILITY THAT WILL WORK ON THESE? PREFERABLY IN S.C.. THE TRIMBLE PEOPLE DON'T SUPPORT IT ANYMORE. THEY WILL WORK ON THEM BUT THEY ONLY REPLACE PARTS, WHICH ARE GETTING HARD TO FIND. THEY WON'T TRY TO FIX A COMPONENT.

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Trimble Pathfinder Pro XRS

2016-06-02T05:51:13.000Z

Dear fellow surveyors,

i recently bought Pathfinder Pro 12-channels  XRS receiver, with integrated GPS/Beacon Anthena and TSCe1 data logger, with all the cables and backpack, but don't have any batteries. I haven't tried it yet and i could really use some tips on how to operate the model and some feedback about its' functionality. I am particularly interested if you could use it in RTK mode with internet provided data?

All opinions and feedback is much appreciated.

Best regards 

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Calibrating a Trimble S8 total station

2014-11-22T03:44:56.000Z

I've recently started using a trimble s8 total station and I'm having problems completing calibration steps. I can't understand the instruction in the manual for adjusting the trunnion and I'm not able to calibrate the auto locking because the instrument is not allowing me to manually center the cross-hire on the target even if I disable auto lock before starting the calibration routine. I need some advice can anyone help me?

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RTK Leica GX1230 with GFU7(Siemens M20)

2017-07-18T10:04:35.000Z

Am trying to use the old fashioned RTK with GSM. I use a GX1230 with Siemens M20 (GX1230 Tech Ref Manual lists M20 as a supported model). Connected the M20 to Port1, configured the Real Time Interface with Port1 and Siemens M20 that shows up by default in Smartworx with factory default AT commands. I create a Config Set for Rover, all done and Smartworx shows messages, 1. Config Set saved, 2. Port1: No response from GSM and 3.Port1: GSM Initialised. The SIM I use has both voice and data from the service provider. I do not have a Network RTK Infrastructure, so I am doing a Single Base to Single Rover RTK. Under Additional Rover Option, Accept Reference is "Any Received" and Ref Network is "None" (as I dont have a Network RTK Infrastructure).

Begin Survey, Press F3 CONEC, Screen shows Dialling 'mobile number', and immediately, it throws up 'Connection interrupted' error in Smartworx.

When I use AT commands on M20, I am able to call my mobile (rings) and from my mobile to the M20 unit, smartworx displays connection established. But its when I dial via smartworx, from Rover to Base, smartworx throws up this error almost immediately. Have struggled with it for 2 weeks.

Appreciate if you can throw some light. Thank you.

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Leica TCRA 1103 application licence code

2016-07-02T21:38:22.000Z
Hi all,I have recently purchased a Leica 1103 TCRA. Although the instrument has all the applications loaded only some are activated via a licence code. In particular the Traverse application is not activated via the code. Does anyone have these license codes that would be willing to pass them on? In particular I require the licence code for the Traverse Application. Any help with this would be great. Thank you and kind regards, Jim.
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TS06 Newbe Question

2018-03-02T16:42:50.000Z

Hello, I just purchased a Lieca TS06 Plus and unboxed it.  I am used to older Topcon total stations that have  horizontal and vertical locking knobs that serve to either lock the horizontal/vertical movement and also finely turn the total station.

The TS06 knobs finely turn the total station, but before I break something, how is the locking/unlocking to manually point the gun, say 180-degrees horizontally accomplished?

Thank you very much.

-John

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Liscad

2016-07-04T02:47:12.000Z

Go to Computation then Edit- Elevation- option click Elev Diff. encode -.330. Dont forget block for multiple elevation average change.

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LEICA TC 1800L APPLICATION SOFTWARE (TPS 1000)

2016-07-09T10:55:18.000Z
Hi there my fellow Land Surveyor, I'm looking for an application software for my Leica TC1800 (Tps 1000) because the built in program was accidentally delete and is not recoverable, I used it manually and its difficult to used this instrument without any program on it, I already consult it to Leica about the problem and they told me that they stop their support obligation to older model, and my only hope is to seeking for help of my fellow Land Surveyor in LSU who are using the same model of instruments.. here is my email add [email protected]. Thanks LSU.........
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Usb

2018-02-06T08:35:12.000Z
Dear friends I am using Nikon nivo 2m how to import and export data with usb
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DTM-122A

2015-01-28T07:03:37.000Z

hi id like to know where to find the data transfer software for DTM-122A. it was donated to me but i cant download jobs from it. it doesnt have  data transfer software either     http://www.aliexpress.com

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Error message on Nikon DTM 330

2015-09-22T13:01:11.000Z

Hi everyone. I am glad to find such a group as this. I am using a Nikon DTM 330 which has suddenly displayed the following screen when turned on.......

Program Install

BPS:38400  D:7bit

P:None     S:1bit

F:Xon/Xoff  Atype

Has anyone ever seen such a screen and if so what does it imply? I should add that the instrument turns on and off but doesn't move from this screen display.  

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NIKON TOTAL STATION REPAIRING BY YOURSELF

2015-09-12T17:16:10.000Z

Hi all! I have a nikon total station-npl 362. I need to repair horizontal clamp I have done to other machine but I failed in nikon, I can't find where to unscrew the horizontal nob.

any manual or help will be appreciated

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Arc reference line

2018-02-21T12:03:25.000Z
Hii frnds.. hope all doing well... can anybody guide me about arc reference line in NIKON NPL 362 . At starting we need to fill pt1 then tangent angle... which tangent angle we have to input here. Plz make it clear. ThnxRegardsNayum khanLand surveyor
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