Page:United States Statutes at Large Volume 50 Part 2.djvu/891

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PROCLAMATIONS, 1936 said Mary J. Baker Survey; thence southerly and westerly with three (3) lines of said Mary J. Baker Survey, passing the ninth and tenth corers thereof, 43.00 chains to corner 7 of Tract Sly identical with Monument-S233; thence with three (3) lines of Tract Slv S 83045 ' W 31.60 chains, S 0°40' W 72.90 chains, N 69045' E 7.26 chains to corner 3 of Tract S2An; thence with two (2) lines of the William A. Holland Survey, Abstract No. 322, southerly 59.50 chains to the south corner thereof identical with the southwest corner of the George Field Survey, Abstract No. 996; thence N 80°00' E 25.25 chains to the beginning corer of the George Field Survey identical with the fifth corner of the Thomas H. Lister Survey, Abstract No. 437; thence with the northeast line of the Thomas H. Lister Survey S 70°00' E 73.76 chains to State Highway No. 8; thence with said highway south- erly 198.00 chains to a point in the line of Tract SlAf between corner 3 and 4; thence with four (4) lines of said tract N 72000 ' W 15.07 chains, S 0°15 ' E 51.67 chains, N 71015 ' W 8.00 chains to the beginning corner of said Tract SlAf identical with Monu- ment-S181; thence S 0030' E 17.30 chains to State Highway No. 8; thence with said highway southerly 68.00 chains to Tract SlAg-I at a point between corners 1 and 21 thereof; thence with sixteen (16) lines of Tracts SlAg-I and SlAg-III to corner 8 of the latter; thence N 72030' E 5.00 chains to the east line of the Edmund Quirk Survey, Abstract No. 35; thence with the east line of said Survey southerly 177.00 chains to the southwest corner of the William Humphreys Survey, Abstract No. 138; thence with the south line of said William Humphreys Survey and passing corners 12, 11 and 2 of Tract SiBb easterly 197.00 chains to corer 1 of said Tract SlBb identical with Monument- S172; thence with the north line of the M Ussury Survey, Abstract No. 302, easterly 22.80 chains to the northeast corner thereof; thence with the east line of the M. Ussury Survey southerly 114.00 chains to the southeast corner thereof; thence with the south line of said Survey westerly 15.00 chains to the northeast corer of the John Deason Survey, Abstract No. 102; thence with the east line of the John Deason Survey southerly 89.00 chains to Palo Gaucho Bayou; thence down and with Palo Gaucho Bayou southeasterly 300.00 chains to State Highway No. 21; thence with said highway southeasterly 910.00 chains to the intersection with State Highway No. 87; thence with said highway southerly 494.00 chains to the junction of the Hemphill- Sabinetown Road; thence South 74.00 chains to a point in the south line of the Joseph Walker Survey, Abstract No. 57; thence southwesterly with the south line of the Joseph Walker Survey, Abstract No. 57; thence with the south line of the Joseph Walker Survey southwesterly 14.00 chains to the intersection with the north line of the John Haley Survey, Abstract No. 20; thence with the north line of the John Haley Survey westerly 53.00 chains to the northwest corner thereof; thence with the west line of the John Haley Survey southerly 13.50 chains to the north- east corer of the James G. Boyd' Survey, Abstract No. 75; thence with five (5) lines of the James C. Boyd' Survey S 75030 ' W 55.75 chains, N 14020' W41.98 chains, S 78 020' W 20.11 chains S 32 0 00' W 30.35 chains, S 57000' E 26.65 chains to the Pineland-Hemphill Road; thence with the Pineland-Hemphill Road southwesterly 704.00 chains to the intersection with the east right-of-way line of the Gulf, Colorado and Santa Fe Railway; thence with the said right-of-way line of the Gulf, Colorado and Santa Fe Railway southerly 636.00 chains to the Sabine-Jasper County Line ex- XSo in original. 1788