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.,,----I/2" REBAR 0 54 <br /> S 89'27 47' E FROM <br /> CENTER LINE C S No 21011 <br /> <br />-- ( s,89'12 27 E,) <br /> ( 176,08 ) <br /> <br />(.,.1/2'" REBAR 022' I/2" RI[SAR 0 3r N, 89'2T'47" W. <br /> WiST FROM R/W LN FROM O.L.C. LINE C.S No. 210H <br /> CS, P 90 - 89 <br /> <br /> 30.08 (30 O0 ) <br />~ N 89'~7 47 W 5,54 65 <br />k'- ~ §246~'' <br /> ~5/8" REBAR 5 54' N 0'421t4'" E FROM <br />---:~o ~T' CORNER AND 0,20 <br /> WEST <br /> FROM <br /> R/W <br /> LN, <br /> CS, No <br /> <br />PARCEL I o <br />1,80 ccres I <br /> <br /> N 89"::'747 w 522 49 -'- <br /> 316,,79 205.70' <br /> <br />'9 <br /> <br />' '1'.5~0 ocr'es .... <br /> <br />N, 89 27 47 313,8; <br /> <br />b <br /> <br />S, 59'27 50" W, } <br /> 89'25'58" <br /> <br /> ( 120.00" ) a , <br /> <br />C.$. No, 267e0 PARCEL 3 <br /> 2.81 ocres <br /> <br />CS. No 26780 <br /> 14,,86~ <br /> <br /> $, 09'27 47 E 39053 <br /> (S 89'30'00~- 398,46')' <br /> <br />OVER CORNE. R <br /> <br /> PIPE COUNTY <br />ROAD SURVEY NO 701 - CC No 612 <br />BOOK No 6, PAGE No ;369 <br /> <br />5/8' REBAR I <br />C$ No. 30943~. <br /> <br />in:/O~F~ $10N I <br />LAND <br /> <br /> <br />