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THENCE S 03° 22' 06" E 80.39 feet to 1/2" i ran set in the common southeast line of the 1.203 acre tract and a northwest line of the remaining portion of the G,ry Job Corps Center, from which an 1/2" iron ro:; found for " ')ast corner of the 1.203 acre tract, an angle point in "Gary" tract, and being in a south line of the 1303.055 acre tract, bears N 500 OS' 26" E 48.56 feet, pass on this course at 51.17 feet a point in the common north line of the 1. 203 acre tract and a south line of the 1303.055 acre tract; THENCE with said common line S 50° OS' 26" W 12.45 feet to an 1/2" iron rod set for the mas t southern corner of this tract, from which an 1/2" iron rod found for the south corner of the 1. 203 acre tract bears S 50° OS' 26" W 200.70 feet, THENCE re-crossing the 1.203 acre tract, the 11.050 acre tract, and the 1303.055 acre tr ac t and entering the 22.35 acre tract with a line 10 feet from and parallel to the general north line of this tract the following fifteen courses: 1. N 03° 22' 06" W 78.35 feet to an 1/2" iron rod set for an angle point, pass at 36.71 feet a point in the common north line of the 1.203 acre tract and a south line of the 1303.055 acre tract; 2. S 89° 52' 03" W 80.58 feet to an 1/2" iron rod set for an angle point, 3. N 83° 16' 01" VI 71.24 feet to an 1/2" iron rod set for an angle point, pass at 47.39 feet a point in the common northeast line of the 1.203 acre tract and a southwest line of the 1303.055 acre tract; 4. N 65° 25\ 03" VI 66.05 feet to an 1/2" iron rod set for an ar¡gle poir¡t, 5. N 49° 06' 43" w 56.00 feet to ar¡ 1/2" itor¡ rod set for ar¡ ar¡gle point, 6. crossir¡g the airport entrar¡ce road N 39° 20' 20" W 209.71 feet to an 1/2" iron rod set, pass at 128.91 feet a point in the common southeast line of 11.050 acre tract and r¡orthwest lir¡e of the 1.203 acre tract, from said point in the common line, an iron rod found for the northerly west corner of the 1.203 acre tract bears S 49° 56' 08" W 45.45 feet, 7. S 55° II' 48" VI 599.31 feet to an 1/2" iron rod set for. an angle point, 8. re-crosing the airport entrance road S 240 58' 52" E 76.04 feet to an 1/2" iron rod set, 9. S 780 42' 44" w 125.26 feet to an 1/2" iron rod set for an angle point, 10. N 77° 33' 02" VI 118.55 feet to an 1/2" iron rod set for an angle point; 11. N 53° 48' 24" W 118.41 feet to an 1/2" iron rod set for an angle point, pass at approximately 114.63 feet a point ir¡ the common lir¡e of the 11.050 acre t.r ac t ar¡d the 1303.055 acre tract;