First of all a primmer on this stuff-  to visualize this:  a property line
is described in a quadrant bearing and a distance, such as N 10d E, 300.1'
Imagine you are facing North (the first letter), now turn 10 degrees to the
East (last letter), start walking for 300.1 feet. (Did you know that a
degree is broken down into Minuets and seconds 1 degree = 0 degrees 59
minuets 60 seconds)

Imagine the compass rose with North Up as zero degrees (or if you need to
subtract a number form North it is also 360 degrees) and going clockwise to
East the numbers increase to 90d, to south as 180d, etc.  In other words
going from N to E is a POSITIVE direction. If you are going from South to
East you are going counter clockwise or a NEGATIVE direction (180d to 90d).
To calculate the bearing of N 10 E, Add 10 degs to north (0 deg) since N to
E is positive, you get 10 deg True North.  If the description is S 10d E,
you are going in a negative direction, counter-clockwise (face South turn 10
degrees to the East, or 180d to 90d, to get True North bearing you SUBTRACT
10d form South (180 - 10) for a true north bearing of 170d.  If the line is
N 10d W you are going CCW, you subtract 10 from north expressed as 360d or a
True North bearing of 350d.  By convention, N or S are always first and E or
W are always last

Here is table of actions for you:

N XX XX XX E - Add xx xx xx to 0
S XX XX XX E - Subtract xx xx xx from 180
N XX XX XX W -  Subtract xx xx xx from 360
S XX XX XX W - add xx xx xx to 180

Get a few tools from Directions Mag- one is LAT LONG CONVERTER
(DMSCNVRT.MBX)- Since Lats and Longs are also expressed in Deg Minuets
Seconds, this allows you to input the bearing into 3 boxes (ignoring the
N,S,E,W) input 89 in the degrees box, 30 in the minutes box and 30 in the
seconds box and it outputs 89.55, a number you can easily add and subtract.
Another useful tool is Bearing.MBX, you can snap to an existing line and it
will tell the degrees in True North, why bother to calculate if you have an
existing line of known bearing?.  Also be sure you have the souped up
version of COGO, the one that lets you select if 0 degrees equals North for
us mappers, or East for the CADD guys (COGOLINE.MBX).

So when I have to draw a parcel I start off with the LAT LONG converter and
input all the quadrant figures into it from the deed, and it generates a
list in a msg box.  Then I get out the calculator  and start converting them
to true north (would someone modify the lat long calculator to calculate a
true north bearing!!!!?).  I always make a photocopy of the deed or survey
to write the true north bearings on. Next I figure out the point of
beginning. Using the COGO and the calculated True North directions, I start
laying out cogo lines.  When that is done, I trace over the lines (cogo puts
them on the cosmetic layer) with the region tool, making the appropriate
layer editable.  Reading deeds is a whole other subject beyond what I want
to type.

BTW- a lot of those funny things in deeds are "Witnesses" - 25' from white
oak, 10' from the barn", they are there to help the surveyor find the actual
corner pins,  if you are 25' from the oak and 10' from the barn you will
find the pin, and they actually stretch two tapes out form those points.
Witnesses are not the actual spots, but clearly visible things used to find
the not very visible pins in the ground.

-----Original Message-----
From: [EMAIL PROTECTED]
[mailto:[EMAIL PROTECTED]]On Behalf Of
[EMAIL PROTECTED]
Sent: Wednesday, May 09, 2001 8:29 AM
To: [EMAIL PROTECTED]
Subject: MI-L Metes and bounds


I am new to this MI listserv.  I am trying to find some information on
plotting metes and bounds from deeds in MI Professional.  Techsupport
guided me here.  Any help would be greatly appreciated.

Sincerely,

Brian Van Druten
Forestry Technician
Alligator River NWR
Manteo, NC



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