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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 /> THENC,: s 03° 22' O~" E 80.39 fee t to 1/2" iron set in the common <br /> southeast line of the 1.203 acre tract and a northwest line of the <br /> rem.Ùning portion of the CHY Job Corps Center, from ..hich an 1/2" <br /> iron roj found for ., ~.),;t corn"r of the 1.203 acre tract, an ang Ie <br /> >,oint in "Gary" tract, and being in a south line of the 1303.055 acr~ <br /> tract, bears N 50. OS' 26" E 4;¡. ">6 fe~t, pass on this course ,,: <br /> 51.17 feet a po int in the common north line of the 1.203 acre tract <br /> ð'1d a sou th line of the 1303.0S5 acre tract: <br /> THE:.ICE with said common line S 50 o OS' 26" W 12.45 fee t to an 112" <br /> iron rod set for the most southern corner of th is tract, from ...hich <br /> a:1 1/2" iron rod found for the south corner of the 1.203 acr~ tract <br /> bears 5 50. OS' 26" W 200.70 feet, <br /> rHDICE re-crossing the 1.20 3 acre tract, the 11.050 acre tract, and <br /> t:,e 1303.055 acre tract and entering the 22.35 acre tract with a <br /> line 10 feet from and parallel to the general no r th line of th is <br /> tract the fallowing fifteen courses: <br /> 1. N 03° 22' 06" w 78.35 feet to an 1/2" iron rod set for an <br /> angle point, pass at 36.71 feet a point in the common no r th <br /> line of the 1. 203 acre tract and a south line of the <br /> 1303.055 acre tract; <br /> 2. S 89° 52' 03" w 80.58 feet to an 1/2" iron rod set for an <br /> angle point, <br /> 3. N 83° 16' 01" w 71.24 feet to an 1/2" iron rod set for an <br /> angle point, pass at 47.39 feet a point in the common <br /> northeast line of the 1.203 acre trõ\ct and a southwest line <br /> of the 1303.055 acre tract; <br /> 4. N 65° 25' 03" w 66.05 fee t to an 1/2" iron cod set for an <br /> angle point, <br /> S. N 49° 06' 43" W 56.00 feet to an 1/2" iron cod set fo r an <br /> a ng 1 e point, <br /> 6. crossing the alcport entrance road N 39° 20' 20" W 209.71 <br /> feet to an 1/2" iron rod set, pass at 128.91 feet a point in <br /> the common southeast line of 11.050 acre tract and northwest <br /> line of the 1.203 acre tract, from said point in the common <br /> line, an ir:>n rod found for the northerly west corner of the <br /> 1.203 acre tract bears S 49° 56' oa" 'Ii 45.45 feet, <br /> 7. S 55° 11' 48" W 599.31 feet to an 1/2" iron rod set for an <br /> angle point, <br /> a. re-crosing the airport entrance road S 24° 58' 52" E 76.04 <br /> feet to an 1/2" iron rod set, <br /> 9. S 78 o 42' 44." W 125.26 fee t to an 1/2" iron rod set for ar\ <br /> angle point, <br /> 10. N 77° 33' 02" W 118.55 fee ~ to an 1/2" iran rod se t fn a:1 <br /> angle point; <br /> 11. N 53° 43' 24" W 113.41 feet to an 1/2" ic on rod set Eor ar. <br /> angle point, P,) SG at Jpproxi1\ately 114.63 fee t a "oin~ i:1 <br /> the common line of t h fJ 1L050 acre tract ar\j the 130J.055 <br /> acre t r ac t ; <br />
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