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Res 1990-101
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Res 1990-101
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7/23/2007 4:41:41 PM
Creation date
7/23/2007 4:41:41 PM
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City Clerk
City Clerk - Document
Resolutions
City Clerk - Type
Agreement
Number
1990-101
Date
8/27/1990
Volume Book
99
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<br /> THENCE l<;!av ing the PLII,CE Of ßEGINNING S 41° 43' 21" E 15.75 feet to <br /> an 1/2" iron rod set for a northeast corner of th is tract being 30 <br /> fee t from the approximat~ c'!nter1ine of the airport entrance road; <br /> THENCE with a line ,llan'] the southlolest side of the airport entranc"! <br /> road (being 30 feet from the approximate centerline at the angle <br /> ¡Joi<\ts only) the Eo llo'" in" seven courses: <br /> 1. S 02° 17' 37" E 1915.70 feet to an 1/2" iron rod set for an <br /> angle point, ¡Jass at 3.99 feet a point in the common south <br /> line of the 22.35 acre tract and a northwest line of t:.e <br /> 1303.055 acre tract. <br /> 2. S 10° 45' 44" E 10S.01 feet \:0 an 1/2" iron rod se\: for an <br /> angle po in t, <br /> 3. S 26° 24' 34" E 110.S0 feet to an 1/2" iron rod set for an <br /> angle point, <br /> L S 38° 44' 54" E 110.84 feet to an 1/2" iron rod se\: for an <br /> angle point, <br /> 5. S 53° 48' 24" E 114.98 fee t to an 1/2" iron rod set for an <br /> angle point, P,lSS at approximately 3.83 feet the common <br /> northwest line of the 11.050 acre tract and southeast line <br /> of th'ô! 1303.050 acre tract, <br /> 6. S 77° 33' 02" E: 114.35 fee ~ to an 1/2" iron rod set for a:1 <br /> angle point, and <br /> 7. N 78° 42' 44" E: 110.43 fee t to an 1/2" icon rod set for an <br /> angle point, <br /> TBENCE crossing the air po r t entr'ince road N 24° 58' 52" w 71.72 <br /> fee t to an 1/2" icon rod set for an al'\gle point on the north",est <br /> side of the road; <br /> THENCE N 55. 11' 48" E 616.96 fee t to an 1/2" iron rod set for an <br /> ang Ie po i n t; <br /> THENCE re-crossing the air po r t entrance road S 39 ° 20' 20" E 218.09 <br /> feet to al'\ 1/2" iron rod set 30 feet from the approximate cel'\terline <br /> of the airport entrance road, pass at a 9.91 feet the common southeast <br /> li~e of 11. 050 acre tract and nor t~""est line of the 1. 203 ¡¡Cre trac~, <br /> from said poi"t in the common li~e, an iron rod found for the <br /> northerly west corner of the 1.203 acre tract bears S 49° 56' oa" w <br /> 55.45 feet and an 1/2" iron rod Eo',,~,d for the east corner of t:.e <br /> 11.050 'icre tract bears N 49° 5ó' C3" E 223.34 feet; <br /> THENCE with a line along the south"'est side of the airport entrance <br /> road (being 30 feet from the approximate centerline at the angle <br /> points only) the following four courses: <br /> 1. S 49° 06' 43" E 53.71 fee"- to an 112" iron rod set far a;¡ <br /> angle poi:1"-, <br /> 2. 5 65° 25' 03" E: 63.05 fee t to an 1/2" i r Or1 rod set for .),;¡ <br /> angle pair1t, <br /> J. S 83° 16' 01" E 69.07 feet to an 1/2" iron rod set far ;;:1 <br /> angle point, p.3S3 at ll. 48 f"et a po i n t in the common <br /> northeast line of the 1.203 acre tract and a southwest II n ,:) <br /> of the 1303.055 acre tract, al'\d <br /> 4. N a9° 52' 03" E 89.43 fee t to an 1/2" i r 0[1 rod set for an <br /> angle po in t; <br />
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