Res 1989-109 - Laserfiche WebLink

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Page l of l pagcs of ficld notcs or 42.4719 ~ parcel thence North 45 degrees IS minutes 13 seconds East along a line approximating the northwest edge of the concrete apron a distance of 25.3S feet to a 3/4 inch I. D. iron pipe (point 90S) set on the northwest edge of the concrete apron; from this point a brass disk reference monument (point 860) set in the concrete apron bears North SO degrees 40 minutes 00 seconds East a distance of 4.32 feet; thence North 45 degrees 12 minutes 43 seconds West a di s tan ceo f 21 0 . 31 fee t to a 3/4 in chI. D. i r on pip e (p 0 i n t 9 0 9 ) set on a northwest edge of the concrete apron, from which a brass disk reference monument (point S5S) set in the concrete apron bears North 80 degrees 26 minutes 38 seconds East a distance of 4.31 feet; thence South 44 degrees 57 minutes 59 seconds West along a line approximating the northwest edge of the concrete apron and an extension thereof a distance of 210.99 feet to a 3/4 inch I. D. iron pipe (point 823) set in the approximate center line of Kane Avenue; from this point a brass capped iron reference monument (point S59) set in the asphalt pavement bears North 89 degrees 53 minutes 13 seconds East a distance of 3.54 feet; thence North 45 degrees 11 minutes 33 seconds West along the center line of Kane Avenue a distance of 651.59 feet to a 10 inch iron spike (point 995) with a I 1/4 inch square copper tag marked "Charles R. Swart Surveyor" and with the point number at the point of curvature of a circular curve to the left having a radius of IS2.33 feet, from which a 3/4 inch I. D. iron pipe (point Sll) set at the point of intersection of the tangents bears North 45 degrees II minutes 33 seconds West a distance of 75.00 feet. From point all a brass capped iron reference monument (point 862) bears North 22 degrees 26 minutes 52 seconds E a s tad i s tan c e of 2. 7 0 fee t. Thence northwesterly along the circular curve a distance of 142.31 feet to a 10 inch iron spike (point 996) with a I 1/4 inch square copper tag marked "Charles R. Swart Surveyor" and with the point number, from which the last described point (point 995) bears South 67 degrees 33 minutes OS seconds East a distance of 13S.72 feet; thence North 89 degrees 54 minutes 43 seconds West along the center line of Kane Avenue and an extension thereof a distance of 275S.90 feet to a 3/4 inch I. D. iron pipe (point S12) set on the third call of that 1.203 acre tract described in Volume 372, page 217, et sqq. of the said deed records; from this point a brass capped iron reference monument (point 861) bears North 18 degrees 24 minutes 27 seconds West a distance of 2.64 feet; thence North 53 degrees 05 minutes 48 seconds East along the said third call, which is a southeast line of the San Marcos Airport and a northwest line o-f the Gary Job Corps Center, a distance of 45.79 feet to a point (point 828) on the said twenty- fourth call in those said field notes recorded in said Volume 313, from which a 1/2 inch diameter iron bar (point 8l3) found at the end point of the said third call and 2 inches south of a pine corner post bears North 53 degrees 05 minutes 48 seconds East a distance of O.ll foot; thence South 89 degrees 52 minutes 04 seconds East along the twenty-fourth ca II, which is a south line of the San Marcos Airport and a north line of the Gary Job Corps Center, a distance of 431.48 feet to the point of beginning. *********** STATE OF TEXAS COUNTY OF HAYS I, CHARLES R. SWART, a Public Surveyor registered under the laws of the State of Texas, do hereby certify that I have prepared these field notes from a survey which I performed. IN WITNESS WHEREOF I have hereunto set my hand and seal this 15~aY o. fA g t 1989. xas Registr 1350-C