Peter Fonseca
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  • Boise,ID
  • United States
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Peter Fonseca's Discussions

Initial Point

Started this discussion. Last reply by Kevin D. Allen Oct 26, 2018. 4 Replies

initial point VS POB ?just wondering if anybody could clarify for me the root cause or reason why...this is my first time dealing with OregonRead more →

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emilia tokoni oweisi favorited Peter Fonseca's profile
Jan 19
Ove Johan Romstad left a comment for Peter Fonseca
"I new here! Just have to say Yes you are right in many posts here, it's both logical, practical and fact  focused! Nice"
Dec 10, 2018
Peter Fonseca replied to Bill Osborne's discussion Back Pack Versus Hard Case
"Knowing your Terrain is crucial in determining which carrying case to use. My rule of thumb is the more compact or harder the terrain or ground the harder my shell for instrument cases go. The heavy foam instrument back pack in perfect for uneven…"
Dec 10, 2018
Peter Fonseca replied to Christopher Eriksen's discussion GPS elevation issues
"Yes sir...all the factors mentioned are all valid hence prepping the job in whatever program you used to calculate your points need to be the same datum and projection in the field process. Details like your HI and BS heights have to be addressed…"
Dec 3, 2018
Peter Fonseca refreshed their community profile
Dec 2, 2018
Peter Fonseca is on spot light
Dec 2, 2018
Peter Fonseca replied to Mohomed Mafaz Mohomed Fareez's discussion Orientation Blunder
"I agree you should just look for the incorrect backsight or occupying point and make the edit either in the raw file or in the program that you're using"
Dec 2, 2018
Peter Fonseca replied to Christopher Eriksen's discussion GPS elevation issues
"So I would start with making sure your measuring your Hi's to the correct mark on the rod. Then I would see if any adjustments were done for those points directly from caltrans or whomever if you know what I mean when you get a chance get off…"
Nov 30, 2018
Peter Fonseca favorited JEROME LORD's discussion Trimble TSCE Data collector, trouble connecting to a computer to download data.
Nov 9, 2018
Peter Fonseca replied to Jarrod Antley's discussion Shopping GPS units
"Just understand that if you're investing in GPS to be a Sayville then you're probably purchasing GPS for all the wrong reasons but if you're purchasing GPS to be an add-on to an existing inventory of survey tools then I would suggest…"
Oct 29, 2018
Peter Fonseca's discussion was featured

Initial Point

initial point VS POB ?just wondering if anybody could clarify for me the root cause or reason why...this is my first time dealing with OregonSee More
Oct 28, 2018
Peter Fonseca is on spot light
Oct 28, 2018
Kim Noblitt replied to Peter Fonseca's discussion Initial Point
"Question implies you are dealing with a PLSS project.  Initial points are the basis for the PLSS subdivisions.  I am not versed with those in Oregon.  Please refer to a BLM Manual."
Oct 27, 2018
Kevin D. Allen replied to Peter Fonseca's discussion Initial Point
"Asa I sadi ... "slang" haha"
Oct 26, 2018
J. Anthony Cavell replied to Peter Fonseca's discussion Initial Point
"Mr. Allen is correct! I mistook "initial point" for "point of commencement." Sory for misleading"
Oct 26, 2018
Kevin D. Allen replied to Peter Fonseca's discussion Initial Point
"It seems you have stumbled onto some surveyor slang... And it varies from region to region and country to country.  Here in Indiana there is only one Initial Point and it is the starting corner of the US Townships in nearly all of the Original…"
Oct 26, 2018

Profile Information

I am here because I am a.
Surveyor
Surveyor Bio:
one minute to five seconds to three seconds to one second to trimble mensi2500 to Lieca scanstation to M60 to UAV to UAS

start at EB quansit point Rhode Island underwater mapper and hull breech inspection
Company
jpfonseca land management services
Location for Member Map
Chico,CA
Licenses Certifications or Awards
Citizens Award 1991
I have experience with the following
GPS, cadastral, topographic, boundary surveys, construction staking, topographic surveys, control network surveys, ground movement monitoring, GIS, Survey Office, Aerial, Construction, Military, Seismic, UAS/UAV Drone Technology, I Teach Surveying, Student of Surveying
How many years have you been surveying?
27
Most comfortable with the following types of instrumentation
Total Stations, GPS, Surveying Software, Robotics, 3D scanners, GNSS, Machine Control, Old school surveying, theodolite, Lidar, Chain, UAS/UAV Drone Technology

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At 6:18pm on December 10, 2018, Ove Johan Romstad said…

I new here! Just have to say Yes you are right in many posts here, it's both logical, practical and fact  focused! Nice

 
 
 

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