Land Surveyors United - Surveying Education Community

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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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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DTM files with Carlson

2012-03-21T19:50:18.000Z

I am wondering if anyone has much experience with Digital Terrain Models. Is DTM a file format? Does Carlson support those files? Can I create a DTM with Carlson?

I am interested in creating a set of plan contours for a proposed landfill and would love to be able to load those proposed contours into our Trimble TSC2 data collector. I know how to create the contours and the TIN map, but how do I create a file that can be loaded into our collectors.

Am I completely lost, or has any one else tried something similar? Thanks for considering. Please feel free to redirect me to another forum.

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Carlson SurvCE, Roading, Issues with Reference Object

2018-05-20T16:01:19.000Z

I am working with Carlson SurvCE  Version 5.07 on the Carlson Tablet Data Collector. I work in the Transportation field, and use the roading feature daily. When in the Stake Road function, I am having issues using the reference object setting when staking by a section file, ie staking the Finish grade for an EP and also Staking the Back of Curb, Back of Curb being my reference object selected. The issue I keep having is that when selecting the reference object, it locks up the data collector. I have a work around as in going into the section file and obtaining the back of curb elevation and punching that elevation in once I have stored the shot. It is a bit time consuming from a construction stand point and I am not the only on in my company that is having this issue. I was just wondering if anyone else has had this issue, and if so what was the fix. We keep checking for updates, but have not seen any.

Thanks

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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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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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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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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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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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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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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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Pentax Group Forum

2013-05-31T23:06:59.000Z

Welcome to the Pentax Group Forum, created by John Anderson.  Please use this "Start a New Discussion" feature to make comments, ask questions, and provide solutions for other Pentax users in the UK and elsewhere around the globe.

Enjoy the group!

Scott D. Warner, RLS

Senior Director / Editor

Land Surveyors United

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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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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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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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Nikon Nivo Series Manuals

2010-09-30T22:38:12.000Z
Below are a couple of Nikon Nivo Series Manuals for those who might be in need of them.   Nikon Nivo Manuals
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Nikon NPL332 Total Station Manual and Guide

2011-12-12T21:15:10.000Z

By request from a fellow member, I have dug up the User manual and guide for the Nikon NPL332 Total Station. But first, a little bit about this awesome machine for surveying:

Features of Nikon NPL332 Total Station

Standard and reflectorless measuring modes Waterproof construction (IXPx6/IEC 526) Ergonomic keyboard design with full alphanumeric input Large graphic display 10,000-record data memory with job manager (up to 32 jobs) Powerful and practical on-board survey programs, including COGO 26x telescope magnification with world-renowned Nikon optics 1" minimum display; 5" accuracy Vertical angle compensation Ideal for law enforcement and accident investigation Up to 16 hours of continuous distance and angle measurement with 1 battery (NPL versions: 6.5 hours in reflectorless mode) Range: up to 650 feet reflectorless; up to 16,400 feet with single prism
The NPL-332 prismless total station is part of the current Nikon product line and is loaded with features. This particular unit is less than 2 years old, and is in pristine "like new" condition. The inside of the case is similarly nice, although the outside is lightly scuffed. The NPL-332 functions perfectly, and has been calibrated in our own service department. It comes complete with manual, charger, case, and BC-80 battery.
Nikon NPL332 Manual
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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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Kiptopeake,does any of you surveyors use a nivo?& what do think of it ,the C model

2016-03-14T23:46:25.000Z
Kiptopeake,does any one use a nivo 1 C?
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Fixing up a Nikon DTM 821 total station

2016-06-22T16:16:27.000Z
Hey first post so let me know if I can make it better!Hi everyone,I recently purchased a Nikon dtm821 from Kijiji (popular craigslist site in Canada ) and kinda got a lemon.The unit did not come with the PCMCIA card or the data cable and the pair of batteries are quite old. The internal CMOS battery was dead and I managed to do my first soldering job and replace it (if anyone wants to see what I did I can send pictures).Anyway, is it normal for the 821 to say 0kb in the bottom right corner and not let you start a job if there is no PCMCIA card in it? I read the manual (the 200 something page one) and it made me think this thing has internal storage unrelated to the PCMCIA slot.If anyone has used the Nikon before, any insight into this is appreciated!
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Land Surveyors United - Surveying Education Community

Topcon DS-105AC & Survey Pro?

2017-01-04T19:32:34.000Z

Has anyone had any luck connecting Survey Pro to a DS-105? I have been told the 100 series' isn't compatible, but the 200 series is. We have used TDS and Survey Pro for 15 years and really like it. Recently we acquired a DS-105AC that came with a FC-500 and Magnet Field. To put it mildly, we do not like Magnet and sure would like to get back to Survey Pro. Any help would be much appreciated.

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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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Topcon FC-4 Manual Request

2017-01-21T19:22:14.000Z

Would anyone happen to have a user manual for an older (c.1990) Topcon FC-4 controller/data collector? I recently picked one up and need to know what DRAM card to purchase for it and any pertinent specifics for interfacing it with my GTS-3b. Thanks so much!

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Topcon GPT 9003a Memory problem. Any solution to this problem?

2018-12-14T21:00:54.000Z

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Topcon GTS 105N

2020-11-22T15:38:05.000Z
Welldone everyone, I'm working on a site. Please how can I carry out insitu check using three pillars with topcon total station GTS 105N?
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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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emergency with sdr33 fieldbook

2017-02-12T18:03:07.000Z
Maybe someone have experience... Is there any way/chance to get data out of fieldbook sdr33, if it is partly hanged and option communications+send is not available and it's not possible to access any job file through fieldbook? Combination Func+L+clear/on/off didn't help. Maybe there is other combination for restarting without loosing data, or option to access data from PC?
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Axis3 Sokkia DGPS Backpack Unit, batteries, charger, cables DEMO UNIT- LOW USAGE $1900 OBO

2020-02-05T18:28:38.000Z

Sokkia Axis3 DGPSI recently got engaged!    So....I decided that I need to sell some of my father's left over surveying equipment in order to pay for wedding and family gathering. Let me know if you have any questions or would like some more photos. 

This is an Axis 3 Backpack unit - Call 347-263-1455 to speak with Justin about Shipping

Easy to use, you can be collecting data in 30 mins, Automatically connects to WAAS, Coast Guard BEACON, or OMNI STAR * Accuracy averages 11/2' to 2' * collect POINTS, AREAS, and CONT. Lines *works with hydro, never stand and wait on a shot again, one prompt click to a side shot..enter a bearing and a distance, your off to the next shot. Export to ASCII, DXF, shape files/GIS files, etc. NEW UNIT MSRP: $7,295 

 GIS/Mapping DGPS unit with software..SOKKIA AXIS 3 with IMap: NEW GIS/Mapping GPS back-pak SOKKIA AXIS 3, sub-meter DGPS, CONDITION: NEW Great in canopy, New style antenna. (Optional) data collector, but can be operated from your Laptop, IPaq, tablets, notebooks, etc. and comes with IMap software. GIS/Mapping DGPS unit with software..NEW $3,995 IMap is very user friendly collection progrom, and can be configured to be as attribute sensitive as you require. Will also collect raw data L1 ONLY

Sokkia Axis/Axis 3 GPS

The Sokkia Axis 3 is the current GIS-level GPS product from Sokkia and obtains corrections from Coast Guard beacons, WAAS and OmniStar. There is no subscription fee for beacons or WAAS, but there is for OmniStar. The subscription can be by month or year or any other time period (even �weekend� use). Accuracy varies on correction method used, but is typically sub-meter to 3 meters. For example, 0.5 meter accuracy (1.5 feet) is common with beacon corrections when located within 60 miles of a Coast Guard beacon. The Axis 3 is designed for GIS and environmental applications, which are effectively addressed by SurvCE through use of attributing on feature codes and through ESRI import and export features.

 

GIS/Mapping GPS back-pak SOKKIA AXIS 3, sub-meter DGPS, CONDITION: NEW

Great in canopy, New style antenna. (Optional) data collector, but can

be operated from your Laptop, IPaq, tablets, notebooks, etc. and comes

with IMap software. GIS/Mapping DGPS unit with software..NEW it sells for $3,995

 

 3849013398?profile=RESIZE_710x

 


Axis 3 GIS mapping backpack

Sokkia Axis3 DGPS Backpack Unit Brochure and Specs

Example Use Case for Sokkia Axis3 DGPS Backpack Unit and Assembly

Download setupofsokkiaaxis3dgps_assembly.pdf

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SOKKIA 3030R Error

2014-01-06T12:33:50.000Z

I have error code 118 on Sokkia 3030R can anyone assist 

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SOKKIA SET250X - Chinese language

2024-01-31T08:14:43.000Z

Morning everyone, 

 

I recently bought a SOKKIA SET250X total station in China, my problem is that the system language is only in Chinese, is there a way to change this? Or it is possible to install a new firmware on it? 

 

Below is a picture of my Total Station.

12369222661?profile=RESIZE_710x

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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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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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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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MicroSurvey CAD 2012 Features Are Exciting

2012-02-21T21:30:50.000Z


MicroSurvey CAD is a Complete Desktop Survey and Design Program Created for Surveyors, Contractors and Engineers.

No plug-ins or modules are necessary. Complete Survey Drafting, COGO, DTM, Traversing, Volumes, Contouring, Point Cloud manipulation and Data Collection interfacing are included. MicroSurvey CAD is compatible with field data from all major total stations and data collectors and is fully compatible with AutoCAD.
Top Feature Details>>

New:

MicroSurvey CAD Ultimate is now available and supports point cloud & LIDAR data - along with some pretty incredible, time-saving utilities. See the Top Features and Version Comparison pages for more information. MicroSurvey CAD is now bundled with MicroSurvey inCAD 2010. If you purchase one, you get the other. Move the USB Key to the machine you want to use. Run AutoCAD at the office and MicroSurvey CAD at home.


:: New to MicroSurvey CAD?

Download A 30 Day Demo>>

:: Upgrading to 2010?
For a Detailed List of the Recent Improvements
Click Here>>

:: Looking for MicroSurvey CAD service packs?
Visit the Helpdesk>>

:: Answers to Frequently
Asked Questions
Here>>

 

 



The MicroSurvey CAD Advantage

Surveyors all over the world use MicroSurvey CAD to complete their infrastructure and design projects. MicroSurvey has been building software for the surveying industry for over 20 years and with all this experience, we are able to offer the best surveying CAD software package available today.

We understand that not everyone needs a full featured package, so we offer 4 different options. Our Basic version has core surveying computation tools and just enough CAD tools to draft a plan. The Standard version has all the features of Basic, plus a full CAD engine. The Premium version, which has everything you expect in a Survey software package including advanced design capabilities. Completing the line is the Ultimate version, which has all features enabled, including point cloud processing tools.

MicroSurvey has been developing its desktop software on the IntelliCAD engine for over 4 years. MicroSurvey CAD opens and saves AutoCAD drawing files (V2.5 through 2011) and uses DWG as its native format. IntelliCAD’s command set, toolbar and menu structure is very similar to AutoCAD so you can install MicroSurvey CAD into existing AutoCAD environments with ease!

Constant Improvements are an important aspect of a software company and a software package. Take a look at the list of features that have improved in the past 4 major updates to MicroSurvey CAD:

2010 Upgrade Features 2009 Upgrade Features 2008 Upgrade Features 2005 Upgrade Features

In addition there were major upgrades in 2004, 2002, and 2001.

We value and listen to our customers and we support what we build. MicroSurvey’s technical support has been ranked number one by industry professionals and our customer service is world class. MicroSurvey CAD includes over 12 hours of extensive training movies, which equates to reading thousands of pages of manuals. Learning while you work has never been this easy.

Visit the MicroSurvey Store to Buy Online>>

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LAND SURVEYING APPS

2021-01-06T17:33:49.000Z

Are you tired of using spreadsheets and are looking for a more faster and efficient way of performing your calculations both on-site and at the office??

What if I told you that was possible. I am an Engineering Surveyor and also an app developer. I can turn any surveying calculation into an app to make your life much easier.

Please see the youtube video below of a basic app that I have created as an example and also the play store link. 

 

Youtube link:   https://www.youtube.com/watch?app=desktop&v=B8l0Zar3sKk

Play Store:   https://play.google.com/store/apps/details?id=com.sbusisomasilela.surveyingApp    If you have trouble with this app just email me and I will send you the apk directly.

 

For more contact me on [email protected]
8396120501?profile=RESIZE_400x

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EDM Distance Reductions

2017-09-08T00:26:00.000Z

Attached below is  an old spreadsheet I created many years ago to reduce long line distance measurements.  It includes just about every factor to incorporate: slope, temperature, curvature refraction, HI and HT etc

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Surveying: Get Area by Coordinates Excel Worksheets

2023-01-31T00:02:03.000Z

In this downloadable spreadsheet calculator you are able to calculate Area by Coordinates.   Calculating the area of a land by coordinates using an Excel spreadsheet is a quick and easy process for land surveyors. In this blog post, we will guide you step by step on how to perform this calculation.

Area by Coordinate spreadsheet for land surveyors

Area by Coordinate spreadsheet for land surveyors

Step 1: Input Coordinates

Input the coordinates of the land into Excel in two separate columns, one for X and one for Y. Make sure the coordinates are in the same order that you would traverse the boundary of the land.

Step 2: Create a Formulas

To calculate the area, we will use the Shoelace Formula. This formula uses the X and Y coordinates to calculate the area of a polygon. In Excel, create a third column and enter the formula: = (X2Y1-X1Y2)+ (X3Y2-X2Y3) +... + (XnYn-1 - Xn-1Yn)

Step 3: Apply the Formula

Now that the formula is in place, you can apply it to the entire column by clicking and dragging the cell containing the formula down the column. The result of each cell will represent the area of a small triangle formed by the coordinates.

Step 4: Sum the Area

Finally, sum the area of all the triangles to get the total area of the land. In Excel, you can simply click and drag the bottom right corner of the cell with the formula to automatically copy it down the column, and then add the entire column of numbers to get the total.

Step 5: Finalize

The final result will be the total area of the land in square units (e.g. square meters, square feet). You can format the cells as desired and even create charts or graphs to visualize the results.

In conclusion, calculating the area of a land by coordinates using an Excel spreadsheet is a straightforward process that can be completed in just a few steps. Whether you are a seasoned land surveyor or just starting out, this method can save you time and increase accuracy in your calculations.

 

Download Get Area by Coordinates - Land Surveyors United.xlsx

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Surveying: Get Area by Coordinates Excel Worksheets

2023-01-31T00:02:30.000Z

In this downloadable spreadsheet calculator you are able to calculate Area by Coordinates.   Calculating the area of a land by coordinates using an Excel spreadsheet is a quick and easy process for land surveyors. In this blog post, we will guide you step by step on how to perform this calculation.

Area by Coordinate spreadsheet for land surveyors

Area by Coordinate spreadsheet for land surveyors

Step 1: Input Coordinates

Input the coordinates of the land into Excel in two separate columns, one for X and one for Y. Make sure the coordinates are in the same order that you would traverse the boundary of the land.

Step 2: Create a Formulas

To calculate the area, we will use the Shoelace Formula. This formula uses the X and Y coordinates to calculate the area of a polygon. In Excel, create a third column and enter the formula: = (X2Y1-X1Y2)+ (X3Y2-X2Y3) +... + (XnYn-1 - Xn-1Yn)

Step 3: Apply the Formula

Now that the formula is in place, you can apply it to the entire column by clicking and dragging the cell containing the formula down the column. The result of each cell will represent the area of a small triangle formed by the coordinates.

Step 4: Sum the Area

Finally, sum the area of all the triangles to get the total area of the land. In Excel, you can simply click and drag the bottom right corner of the cell with the formula to automatically copy it down the column, and then add the entire column of numbers to get the total.

Step 5: Finalize

The final result will be the total area of the land in square units (e.g. square meters, square feet). You can format the cells as desired and even create charts or graphs to visualize the results.

In conclusion, calculating the area of a land by coordinates using an Excel spreadsheet is a straightforward process that can be completed in just a few steps. Whether you are a seasoned land surveyor or just starting out, this method can save you time and increase accuracy in your calculations.

 

Download Get Area by Coordinates - Land Surveyors United.xlsx

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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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5603 Stake Out Question

2020-08-02T21:04:21.000Z

I am a home builder that purchased a 5603 with TCS2 data collector running Surveyor Pro 4.7.

I have no experience in surveying but I am slowly learning to use the machine.

My question or problem is I have experimented with staking out a 25'x25' square in my driveway which is pretty level. When I check the points and square it up, it's dead on. 

I then tried in my yard with a decent slope. It's telling me it's roughly a 3' drop in 25'. That point is off about 2". I'm not sure how to correct this or what I am doing wrong. 

Any help would be appreciated!

Thanks, Mike

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5601 HELP

2020-03-19T17:19:32.000Z

I purchased a 5601 +dr 200. The controller says program lost.  Do I send it back or can I use with a trimble data collector/ controller.  I have a limited time to return it but id like to keep it.  I would like to set it up for one man boundry surveys.  Any help would be graciously welcomed!

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TSC2 and R-8 model 3 VRS connection

2016-08-29T18:23:32.000Z

Never had a problem using my 5800 and tsc2 with survey controller to hook up with my VRS network. Just got my hands on a R-8 model 3 with tsc2 with access and have been having trouble connecting or initilizing with the network.

Green light flashes showing radio contact but displays "waiting on L2 svs at rover" and won't initilize. Not sure if I have wrong info in data collector for my survey style, dial profile, etc. Anyone ever experience this?

Thanks, Ron....

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Including Taped distances as observations in Trimble Access to help with Network adjustments for ALTA/NSPS minimum standards reports

2021-04-27T20:40:14.000Z

Hello everyone,

My name is Chris Siebern and a am a professional land surveyor in Indiana, United states of America.  We have survey procedures in place that keep all of our staked corners within the ALTA/NSPS minimum standards most of the time.  Where I'm finding issue is when staking out corners that are very close together, like within 30 ft.  The crew is using an on-site base station and RTK to set the corners and measuring positions with double occupation after staking, but we are "just" missing the allowable tolerance report by a few hundredths of a foot.  The crews pull a tape between the points after staking if they are that close together and the measured distance always checks out well.  So we have a check in taping that we note for the adjacent points that fail the 0.07' + 50 ppm test if that happens.

Here is my question.  Is there a way to record the measured distance between the points in Trimble Access so that the measured distance observations are available for use in network adjustments?  It would be almost no work in the field if this observation type could be added.  If we were using Star Net, we can just add 1 line to the input file from the field notes. 

Does anyone know if TBC even has an observation class for measured distances?  I hate to ask the crew to setup a robot just to get the observations to check the report box in these corner condition cases.  I know you can create linework from taped distances in access, but I don't think that data is included as observations in the least squares adjustment.

Thanks in advance!

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What is the difference between Track and STD mode on the S6?

2017-07-26T13:41:22.000Z

What is the difference between Track and STD mode on the S6? I cannot find any information on the S6 settings.

I have a Trimble S6 with TSC2 running Survey Controller 12.50. When I stake out a point I get the dynamic readout (go in, go right, etc.), but after a few seconds the collector stops the dynamic reading and I have to press the "Measure" button until I have reached the point's location. Does anyone know where the setting is for this?

Thanks, Dan

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PDL GFU15 Modem list in GX1230 Receiver

2019-02-06T23:03:54.000Z

Hi guys
Can any help me for adding PDL GFU15 Modem list in GX1230 Receiver ??
Thanks For ALL

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TPS1000 Leica TC1100 Firmware

2016-07-22T18:48:45.000Z

Hello,

I need a firmware for TPS1000 Leica TC(AM) 1100 total station, I will very appreciate, and thanks a lot in advance..Regards.

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MS60 Signal

2017-03-21T22:16:21.000Z
Hi all,Glad to be involved in this forum. I am actually a VDC coordinator with a concrete contractor and work a bit with surveyors regarding getting controls. We are using Leica MS60 now. One thing I met a lot on the site was the signal lost when forklifts or trucks driving around. Anybody saw this before? Is it because the vibration was too strong and affected the bluetooth signal?Thanks.
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TPS1100 Software

2019-11-14T10:33:37.000Z

Hello Everyone,

Does anyone have the reffernce line software for my relible old TPS1100?

Thanks 

Maciej3712647495?profile=RESIZE_710x

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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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