Stakeout Survey: Property Corner
Setting out property corner for a subdivision project. Leica Flexline TS06R1000 Crain Tri-Max Tripod Nautiz X7 (Getac PS236) SECO Accessories Carlson SurvCE
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Arnel M. Domag
- Male
- Davao
- Philippines
- Blog Posts (1)
- Discussions (191)
- Surveyor Support Group Forums (50)
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- Land Surveyor Videos (15)
Arnel M. Domag's Groups
Arnel M. Domag's Discussions
How to Edit Reflector Height in SDR33
Started this discussion. Last reply by Jansen Loi Aug 31, 2016. 10 Replies 1 Favorite
Hi guys!I wonder how to edit reflector height value in SDR33…Read more →
Subject Tags: reflectors, Sokkia, how-to, SDR33
Best Surveying Boots
Started this discussion. Last reply by Colby Brackin Sep 14, 2016. 50 Replies 4 Favorites
Hi guys!I am…Read more →
Subject Tags: best, safety, protection, surveying, boots
Total Station on Vibration
Started this discussion. Last reply by ePalmetto Jul 15, 2011. 3 Replies 0 Favorites
Hi guys!I wonder what magnitude of vibration my Leica Flexline can effectively handle. I am hesitant to allow my total station in such a type of work environment. I have a feeling that extreme high…Read more →
Subject Tags: vibration, help, totalstation, leica
SDR33 Backsight Residual
Started this discussion. Last reply by Scott D. Warner, PLS May 14, 2011. 2 Replies 0 Favorites
I bought a used SDR33 Expert 4MB. When I tried using it for Topographic survey, backsight residual report is always to the tune of more than 5 minutes. I am not comfortable with it. Did I miss…Read more →
Arnel M. Domag's Profile
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Arnel M. Domag's discussion was featuredTILT COMPENSATION
I am wondering how tilt compensator really works. Is it relative to the current plumbline or to the initial plumb line? I am asking this simply because anxiety is really there when my TS tilts over point occupation time. This is a reality that we can't avoid. Our TS really tilts over time due to many factors. As it tilts, plumb line shifts. My question is where tilt compenstation is made relative to? If it is made relative to the initial plumb line then it is a great relief for me and I don't…See More
Arnel M. Domag's discussion was featuredBest Surveying Boots
Hi guys!I am reinitiating this topic for those who are interested and consider their feet as one of the most important investments in the field.What is the best surveying boots? Brand? Make? Height? Also please consider the level of protection it provides from snake bites.Thank you guys! :) See More
Seeking Employmentmohammed shakeel favorited Arnel M. Domag's discussion Leica Unsupportive to Non-1200 and Non-Viva Users on Autodesk FBK
Chris Bettencourt commented on Arnel M. Domag's video
Stakeout Survey: Property Corner
"Does everyone these days clamp their DC to the tripod? My old party cheif would have killed me for that."
Arnel M. Domag's video was featuredStakeout Survey: Property Corner
Setting out property corner for a subdivision project. Leica Flexline TS06R1000 Crain Tri-Max Tripod Nautiz X7 (Getac PS236) SECO Accessories Carlson SurvCE
Colby Brackin replied to Arnel M. Domag's discussion Best Surveying Boots"I originally liked to wear Wolverine work boots, lace ups of course, but i have come to favor Timberland Pro anti fatigue souls with composite toe. They have a decent life span. I've came to the conclusion that the only boot that lasts forever…"
Arnel M. Domag's discussion was featuredBest Surveying Boots
Hi guys!I am reinitiating this topic for those who are interested and consider their feet as one of the most important investments in the field.What is the best surveying boots? Brand? Make? Height? Also please consider the level of protection it provides from snake bites.Thank you guys! :) See More
Billy Brooks replied to Arnel M. Domag's discussion The Process of BackSighting using Leica or Any Total Station in the group Leica Support Group"The original reason for a "resection" ,was to come off of two points that you could not occupy ,the purpose was not to be,orienting ones instrument,it was to compute the coordinates of the point under the instrument. then the process…"
Survenator favorited Arnel M. Domag's discussion The Process of BackSighting using Leica or Any Total StationArnel M. Domag's discussion was featuredThe Process of BackSighting using Leica or Any Total Station
Please correct me if I'm wrong. Taking backsight observation is a process of aligning your horizontal circle. This is to make sure of the coordinate system consistency in the entire project. I guess that there is a unique case that you don't need to perform backsight observation for as long as you're very sure of backsight point information. Setting up fresh a total station is having its horizontal circle not correctly oriented. Horizontal angle difference or angle correction can be derived…See More
Profile Information
- Introduction to other Surveyors. One or more sentence Bio about your Relationship with Surveying
- I am Arnel M. Domag of nth geographics and geometrics. nth is a civil/survey/mapping, design, GPS, CAD/CAE, AM/FM/GIS, software development office. My office was once choses as Autodesk Systems Center (ASC) for Mindanao region.
- Company
- nth geographics and geometrics
- Location
- Davao City, Philippines
- I have experience with the following
- Cadastre, Topographic, Hydrographic, Boundary, Construction Staking, Control Surveying, Mine Monitoring, Volume Surveying, Roadway/Route Surveying, Alignment Surveying
- How many years have you been surveying?
- 10
- Most comfortable with the following types of instrumentation
- Total Stations, GPS, Surveying Software
Arnel M. Domag's Photos
Arnel M. Domag's Videos
Arnel M. Domag's Blog
GNSS Capability Under Heavy Foliage
Posted on September 28, 2010 at 9:18am 0 Comments 1 Favorite
GPS L1/L2 position fixing incapability under heavy foliage is a thing of the past with the advent of GPS L5. This is according to GPS/GNSS sales people. With my very limited knowledge in telecommunication, I shall say without any degree of certainty that this is not true.
To my opinion, the only advantage of GNSS over GPS is the speed of position fixing. This is I guess due to greater number of navigation systems and channels supported. Greater number of satellites, channels,…
Read more →Comment Wall (9 comments)
- At 12:03pm on January 18, 2014,
gilbert sosi said… Hello can please share some of the surveying excel sheet resources you have. my email is gilbertsosi@gmail.com
- At 11:15am on May 21, 2012,
elias ali said… hi arnel how are you
- At 12:44am on July 17, 2011,
Choudhary Ghulam Murtaza said… hi mr arnel
i need a little help
i have trimble R6 with TSC2
i want to make localization(is the site calibration is localization)
how can see during RTK survey real time co ordinates
thanks
- At 10:28pm on July 15, 2011,
Jim said… - i would fully agree with you.
- At 11:13pm on August 9, 2010,
omar lozada said… - hi Arnel, I'm Omar from the permanant paint video, the triangle is made from plastic, it is better explained at surveycrewpr.com and yes they are for sale,. Any questions you can contact me.
- At 7:45am on August 5, 2010,
John Morris said… - Thanks Arnel!!! Have a wonderful weekend.
- At 5:48pm on June 10, 2010, ePalmetto gave Arnel M. Domag a gift…
great work on all of your participation on LSU...you make land surveyors united a better place! Keep it up!
- At 8:54am on June 7, 2010, Stan Denison said…
- Good morning Arnel,
To answer your questiona about the 5700 and 5800 receiver, The biggest difference is the 5800 has a built in antenna, with the 5700 you need an external antenna, like a zepher antenna, The 5800 makes a better rover because it is lighter.
- At 9:41pm on June 1, 2010,
Gary Bowles said… - Arnel,that is a property corner I had to set,it's a cut "x" in rock...Does kinda look like it's burning....lol
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