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v U • \ "O ` 30 i 49 67 ~ ~ 66 U (n ~e....,_,.E eon•in~ie^r F- ~ o.si ac. 120.04' t 119.85 ' I 112.10 1 1 ~ o ~ti p . ` P N89'44'35'E Q S o 4998 o^ \ O~ 0 CJ \ ~ cy, o G p\e~ C 6.628 AC ° ^ 5Y`'tem ~ v) N89'41'55"E (proposed City of Reno Annexotion) I 100.01' \~-mh e~' ~ l«', o a a (9J 15.834 AC \ ip 0 Oo, 40~ \ \ ~e~O tB.W i ~ ~cd,~b~ 5 12 y a b y° y'yti I `DZZ- Q•~~G/~7~r r F \ ~ G~,O f 6Ia PP \ c` I N_`"y_ _ 82_ _ ~ xg ~ ~ FIELD NOTES Situoted about 4 miles East o/ the City of Paris, County o/ Lamor, ond Stote of Texas, a part of the John Gutfey Survey {/363, and being o port of troct 1 as conveyed Lewis et al by deed recorded in Vol. 565, Page 296, of the Deed Records of said County and State. Beginning oi a concrete marker (f) for comer at the present Southeost corner o/ said lract 1. 7hence olong the North Boundary Line of U.S. Hwy. 82 as follows: South 62 Deg. 49 Min. 17 Sec. West a distance of 139.14 ft. to o concrete morker (f); Westerly oround a curve (R=5789.28', C=South 85 Deg. 32 Min. 36 Sec. West 459.9') to the left o distance of 460.02 ft. to on iron pin ( s ) for corner at the Southeast corner of a 15.834 ocre tract of lond surveyed this same doy, Thence olong the center of o transmission power line os foilows: North 21 Deg. 27 Min. 09 Sec. West a distance of 177.61 ft. to an iron pin (s); North 46 Deg. 30 Min. 46 Sec. West a distance of 399.81 ft. to an iron pin (s) for corner at the Eosterly Northeost corner of said 15.834 acre troct; Thence along the Easterly North Boundary Line of said tract 1 as follows: South 89 Deg. 34 Min. 13 Sec. Eost passing the Southwest and Southeast corner of Cedor Creek, ond continuing on a total distance of 533.59 ft. to on iron pin (f) ot the Southwest corner of Spruce Dr.; South 89 Deg. 33 Min. 05 Sec. East a distance of 50 (t. to on iron pin (f) at the Southeost corner of said Spurce Dr.; South 89 Deg. 32 Min. 37 Sec. East a distance of 120.04 ft. to on iron pin (f) at the Southeast corner of lot 49, Pine Volley J/3; South 89 Deg. 02 Min. 18 Sec. East a distance of 119.85 ft. to an iron pin (f) at the Southeast corner of lot 67, Pine Valley //5, ond the Southwest corner of Timber Brook pc; North 89 Deg. 44 Min. 35 Sec. East a distance of 49.96 (t. to an iron pin (f) ot the Southeast corner of Timber Brook Or. ond the Southwest corner of lot 66, Pine Volley f/5; North 89 Deg. 48 Min. 40 Sea East a distance o( 712.1 ft. to the Southeost corner o( lot 66; North 89 Deg. 48 Min. 40 Sec. East o distance of 130 ft. to an iron pin (s) for corner ot the present Northeost corner of tract 1; Thence South 0 Deg. 19 Min. 18 Sec. West along the West Boundary Line of Mansfield Road o distance of 112.08 ft. to an iron pin (s) for comer at the Northeost comer of o 0.23 ocre trac[ of land conveyed Lomar County Water Supply Oistrict; Thence South 89 Deg. 41 Min. 55 Sec. West a distance of 100.01 ft, to on iron pin (s) for corner at the Northwest corner of said 0.23 acre tract; Thence South 0 Deg. 19 Min. 18 Sec. West a distance of 100.01 ft. to an iron pin (frs) for corner at the Southwest corner of said 0.23 acre tract; Thence North 89 Deq. 41 Min. 55 Sec. East o distance of 700.01 ft. to on iron pin (s) for corner ot the Southeast corner fo said 0.23 acre tract; Thence South 0 Deg. 19 Min. 18 Sec. West along the West Boundary Line o/ Mansfield Road o distance of 124.07 ft. to the place of beginning ond contoining 6.628 ocres of land. I, J.M. Nelson, Registered Pro(essional Lond Surveyor of Tezas, #4025, certify that the above depicted and described tract ot land was taken from on octuol survey made on the ground and completed by me on the Sth day of November, 1996. ,~~~"L--- z l--~ J.M. Neison, RPLS of Texas, #4025 date RL Lewis, Estate US 82 E I A I Nefson Surveying Co. inn ~nn A9/1 N LAAin fif Pnria TP.YAA 7SAFin ~ P' T~ ~,~0ti f ~ i09 J.M.NELSON aozs _ ,i2- copped iron pi