NO worries, the only thing - for YOU to worry about is the control points the surveyor lays down- that is his "control tie" between what he does in cad. and what YOU do in whatever program you use to convert into a 3d mesh (or whatever you are giving him)
because the surveyor will know that point A to point B is X feet to the nearest hundredth of a foot - a hundredth is 1/8th of an inch btw a tenth is 1-3/16 inches.
and that point b to point c is ...
and that point c to point a is ...
and when he gets what you exported and he inserts it into his cad software. he has HAVE his control points in there and he checks "field to field- to record" your distances for the points vs HIS distances to the points, if it all is scaled properly - once everything is rotated onto the "same" bearing system (not that hard to do- i have to adjust our points to different bearing systems all the time. the pain is when you get 2 plans adjacent to each other,...on different bearing systems...AND.... the angles don't "match" (ie the interior angle between say the street line and the side line - which is on BOTH plans,...are DIFFERENT and there is not jog in the street- it is a nice straight line..yet the angle is off so that you have the "same" line, that goes in 2 DIFFERENT directions, yet is supposed to be...the same- now you have to figure which is RIGHT (and the scary part is,, both plans Could be right- OR neither could be).
so he compared the mesh/point file of your computer generated map, to HIS point file of HIS generated map, and merged & rotated(if necessary) them and compared and everything YOU did compared to everything HE did was within 2 inches - and looking at the sight, that "main" 3 block by 3 block residential are is what about 750' per side (about 13 acres).. being off by under 2 inches over 13 acres is disgustingly good.
Take a traditional flyover - via a plane that is scheduled for a surveyor to do topo for say 80 acres ,,,the company-prior to flying the site- will pull up google maps and say, put control points..HERE HERE AND HERE and do this to mark them - in our case since i am using something we did several years ago- a big-skinny X in orange on the ground with a pk nail set on the cross hair as close to the center as possible, then WE had to go out with our instrument and survey locate all 3 control points, then tell the photogrammy company, that control point 1 is elevation A.AA , and is XXXXX.XX feet to point 2 which is Elevation B.BB... 2 to 3 which is elevation CC.CC is yyyyy.yy and 1 to 3 is zzzz.zz feet then they... scaled their photo's and then converted everything to a topographic map projection adjusting everything to the elevations we gave.
side note-- sometimes record control is...WRONG. this SAME job.. Several of the Record bounds in the street were...not even CLOSE to matching the actually Record dimensions for said Roadway- one was off by over 15 FEET, and another was off by 3 feet one by 9 feet.. yet the stone wall DH controls at the back of the properties surrounding the parcels, to the control the next street over...was within 0.15' (about a 3000' distance overall between the dh's and the stone bound control point) and... unfortunately for my firm...one of the bounds we used for record control...was the bound that was off by 3' because it was off in such a way, that the field to record distance BETWEEN the bounds one street over to that was...was within 0.2 feet...(1200 foot distance-different bound than the 3k foot one) so imagine the egg on our face when the site was cleared and we found new control points (the dh's on the stone walls) that were covered by ivy and scrub....after Half the road was built... in the wrong spot. luckily, it just meant that the road was "skewed" when they paved- luckily the pavement was still in the road layout. we then had to go thru, and fix the paved area and bring the roadway back to center where it belonged --the skew was such that the farthest culdesac from the "skew point" would have rotated the edge of pavement by 8 feet towards the sideline- it would remain inside the layout,, just be..not centered. we - of course- had to fix this for no fee (luckily they had not built that section of road when the error was discovered)
because the surveyor will know that point A to point B is X feet to the nearest hundredth of a foot - a hundredth is 1/8th of an inch btw a tenth is 1-3/16 inches.
and that point b to point c is ...
and that point c to point a is ...
and when he gets what you exported and he inserts it into his cad software. he has HAVE his control points in there and he checks "field to field- to record" your distances for the points vs HIS distances to the points, if it all is scaled properly - once everything is rotated onto the "same" bearing system (not that hard to do- i have to adjust our points to different bearing systems all the time. the pain is when you get 2 plans adjacent to each other,...on different bearing systems...AND.... the angles don't "match" (ie the interior angle between say the street line and the side line - which is on BOTH plans,...are DIFFERENT and there is not jog in the street- it is a nice straight line..yet the angle is off so that you have the "same" line, that goes in 2 DIFFERENT directions, yet is supposed to be...the same- now you have to figure which is RIGHT (and the scary part is,, both plans Could be right- OR neither could be).
so he compared the mesh/point file of your computer generated map, to HIS point file of HIS generated map, and merged & rotated(if necessary) them and compared and everything YOU did compared to everything HE did was within 2 inches - and looking at the sight, that "main" 3 block by 3 block residential are is what about 750' per side (about 13 acres).. being off by under 2 inches over 13 acres is disgustingly good.
Take a traditional flyover - via a plane that is scheduled for a surveyor to do topo for say 80 acres ,,,the company-prior to flying the site- will pull up google maps and say, put control points..HERE HERE AND HERE and do this to mark them - in our case since i am using something we did several years ago- a big-skinny X in orange on the ground with a pk nail set on the cross hair as close to the center as possible, then WE had to go out with our instrument and survey locate all 3 control points, then tell the photogrammy company, that control point 1 is elevation A.AA , and is XXXXX.XX feet to point 2 which is Elevation B.BB... 2 to 3 which is elevation CC.CC is yyyyy.yy and 1 to 3 is zzzz.zz feet then they... scaled their photo's and then converted everything to a topographic map projection adjusting everything to the elevations we gave.
side note-- sometimes record control is...WRONG. this SAME job.. Several of the Record bounds in the street were...not even CLOSE to matching the actually Record dimensions for said Roadway- one was off by over 15 FEET, and another was off by 3 feet one by 9 feet.. yet the stone wall DH controls at the back of the properties surrounding the parcels, to the control the next street over...was within 0.15' (about a 3000' distance overall between the dh's and the stone bound control point) and... unfortunately for my firm...one of the bounds we used for record control...was the bound that was off by 3' because it was off in such a way, that the field to record distance BETWEEN the bounds one street over to that was...was within 0.2 feet...(1200 foot distance-different bound than the 3k foot one) so imagine the egg on our face when the site was cleared and we found new control points (the dh's on the stone walls) that were covered by ivy and scrub....after Half the road was built... in the wrong spot. luckily, it just meant that the road was "skewed" when they paved- luckily the pavement was still in the road layout. we then had to go thru, and fix the paved area and bring the roadway back to center where it belonged --the skew was such that the farthest culdesac from the "skew point" would have rotated the edge of pavement by 8 feet towards the sideline- it would remain inside the layout,, just be..not centered. we - of course- had to fix this for no fee (luckily they had not built that section of road when the error was discovered)