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74TH CONGRESS . SESS. I. CH. 409. JULY 23, 1935. E Description-Contd . the easterly right-of-way line of said highway, the following two courses : Northwesterly along a curve to the left having a radius of three thousand two hundred four and three one-hundredths feet, a distance of two hundred eighty-three and ninety-two one-hundredths feet to the point of tangency of said curve to the left ; thence north seve nteen degrees s ix minutes west , a distance o f one thousand six hundred thirty-seven and thirty-seven one-hundredths feet to a pint in the mesh wire fence enclosing residence lot, said point being fty feet easterly and at right angles to the aforementioned center l i n e ; thence south sixty-eight deg rees one minute west, along s aid fence line, a distance of twenty and seven one-hundredths feet to a point, said point being thirty feet easterly and at right angles to the aforementioned center line ; thence along the easterly right-of- way line of the aforementioned highway, the following courses : North seventeen degrees six minutes west, a distance of one hundred twenty-one and three-tenths feet to the point of the beginning of a curve to the right ; thence northwesterly along a curve to the right having a radius of five thousand six hundred ninety-nine and sixty-five one-hundredths feet, a distance of three hundred ten and four one-hundredths feet to the point of tangency of said curve to the right ; thence north thirteen degrees fifty-nine minutes west, a dist ance of three h undred six and six-tenths fee t to the point of beginning of a curve to the left ; thence northwesterly along a curve to the left having a radius of seven hundred forty-six and seventy-eight one-hundredths feet, a distance of two hundred twenty-four and four-tenths feet to the point of tangency of said curve to the left ; thence north thirty-one degrees twelve minutes west, a dista nce of six h undred twenty -six f eet to the po int of begin - ning of a curve to the left ; thence northwesterly along a curve to the left having a radius of five hundred eight and thirty-four one- hundredths feet, a distance of two hundred sixty-one and forty- three one-hundredths feet to the point of tangency of said curve to the left ; thence north sixty degrees forty minutes west, a distance of three hundred thirty-eight and nine-tenths feet to a point, said point being thirty feet northe asterl y and a t righ t angl es to the af ore- mentioned center line, same point also being thirty feet northeasterly and at right angles to the center line of the existing concrete high- way from Alexandria toward Shreveport ; thence north twenty-nine degrees twenty minutes east, a distance of ten feet to a point, said point being forty feet northeasterly and at right angles to the afore- ment ione d ce nter lin es ; thence alo ng the easterl y right-of-way of the r oad fro m Alex andria toward Shrev eport, the fo llowin g two co ur se s : North sixty deg rees forty minu tes west, a dis tance of one hundred thirteen and fifteen one-hundredths feet to the point of beginning of a curve to the right ; thence northwesterly along a curve to the right having a radius of four hundred and twenty-nine and sixty-four o ne-hundredths feet, a distanc e of three hund red sixty- three and seventy-nine one-hundredths feet, more or less, to a point in the north line of section 2, township 4 north, range 1 west, same being in the north boundary line of the Veterans' Administration property, said point also being forty feet easterly and at right angles to the aforementioned center line ; thence along the said north line of section 2 and the north boundary line of the Veterans' Admin- istration property and crossing the aforementioned highway, the following two courses : West a distance of forty and eighty-four one- hundredths feet to the center line of the existing concrete highway at Engineer's station 197 plus 93 .8 ; thence west a distance of forty and seven-tenths feet to a point in a curve to the left in the westerly right-of -way line of th e existing con crete highway f rom Alexandria
