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EXHIBIT "A"
<br />Drainage Easement -1
<br />0.195 Acres, 8,494 SQ. FT.
<br />Page 1 of 4
<br />8 February, 2021
<br />DESCRIPTION OF DRAINAGE EASEMENT -1
<br />DESCRIPTION OF A 0.195 ACRE (8,494 SQUARE FEET) EASEMENT LOCATED IN THE JUAN
<br />MARTIN VERAMENDI SURVEY, ABSTRACT 17, HAYS COUNTY, TEXAS, BEING A PORTION OF A
<br />CALLED 2.93 ACRE TRACT OF LAND DESCRIBED IN A DEED TO RANDALL MORRIS & COMPANY,
<br />LTD., RECORDED IN DOCUMENT NO. 17043792, OFFICIAL PUBLIC RECORDS OF HAYS COUNTY,
<br />TEXAS (O.P.R.H.C.TX.); SAID 0.195 ACRE (8,494 SQ. FT.) EASEMENT, AS SHOWN ON A PLAT
<br />PREPARED BY SAM, LLC, BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS
<br />FOLLOWS:
<br />COMMENCING at a 1/2 -inch iron pipe found on the existing west right-of-way line of River Road, a
<br />variable width right-of-way, for the north corner of said 2.93 acre tract, same being the east corner of a
<br />remainder of a called 4.62 acre tract of land described in a deed to Horace Cape, recorded in Volume
<br />102, Page 356, Deed Records of Hays County, Texas (D.R.H.C.TX.), from which a 1/2 -inch iron rod
<br />found at the east corner of said 2.93 acre tract bears South 42°31'24" East, a distance of 362.35 feet;
<br />THENCE, South 52°08'41" West, with the common line of said 2.93 acre tract and said remainder of a
<br />called 4.62 acre tract, a distance of 15.05 feet to a calculated point, for an angle corner and the POINT
<br />OF BEGINNING of the easement described herein having Surface Coordinates: N=13,866,912.38,
<br />E=2,308,693.46, being on the proposed line of this easement, from which a 1/2 -inch iron rod found
<br />stamped "BYRN SURVEY" bears North 82°18'44" West, a distance of 0.45 feet;
<br />THENCE, departing the common line of said 2.93 acre tract and said remainder of a called 4.62 acre
<br />tract, with the proposed line of this easement, over and across said 2.93 acre tract, the following eight (8)
<br />courses and distance number 1-8:
<br />1) South 42°30'26" East, a distance of 12.47 feet to a calculated point, for an angle corner of the
<br />easement described herein,
<br />2) South 52°08'41" West, a distance of 202.60 feet to a calculated point, for an angle corner of
<br />the easement described herein,
<br />3) South 41'33'10" West, a distance of 15.10 feet to a calculated point, for an angle corner of
<br />the easement described herein,
<br />4) South 48°26'50" East, a distance of 12.50 feet to a calculated point, for an angle corner of the
<br />easement described herein,
<br />5) South 41°33'10" West, a distance of 10.00 feet to a calculated point, for an angle corner of
<br />the easement described herein,
<br />6) South 48°26'50" East, a distance of 19.07 feet to a calculated point, for an angle corner of the
<br />easement described herein,
<br />7) South 14°26'57" East, a distance of 23.86 feet to a calculated point, for an angle corner of the
<br />easement described herein, and
<br />FN 48679 SAM Job No. 48787
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