§ 575.14  Dock or Wharf Line for Westerly Side
   The said dock or wharf line on the westerly side of Cuyahoga River commences at a point in the easterly line of W. 3rd St. N.W. fifty-four and eleven one- hundredths (54.11) feet southerly and at right angles from a stone monument marked R.S. 148, in the center line of W. 3rd St. N.W.; at a point in said base line eight and thirty-seven one-hundredths (8.37) feet northerly from said stone R.S. 148, said dock line is one hundred and thirty-seven (137) feet distant on a line perpendicular to said base line; at a point in said base line four hundred and one and thirty-seven one- hundredths (401.37) feet from said stone R.S. 148, said dock line is one hundred and twenty-three and thirty- five one-hundredths (123.35) feet distant on a line perpendicular to said base line; at a point in said base line twenty-eight (28) feet from a stone R.S. 139, said dock line is four hundred and ninety-six (496) feet distant on a line perpendicular to said base line; at a point in said base line two hundred and twenty-three (223) feet from stone R.S. 139, said dock line is five hundred and five (505) feet distant on a line perpendicular to said base line; at a point in said base line seven hundred (700) feet from stone R.S. 139, the said dock line is four hundred and ninety-four (494) feet distant on a line perpendicular to said base line; at a point in said base line nine hundred and sixty-one (961) feet from stone R.S. 139, the said dock line is four hundred and eighty-three (483) feet distant on a line perpendicular to said base line; at a point in said base line fifty-nine and forty-six one-hundredths (59.46) feet from said stone R.S. 140, said dock line is five hundred (500) feet distant on the center line of the C. C. C. & St. L. R. R. right-of-way from said base line; at said stone R.S. 141, said dock line is four hundred and ninety (490) feet distant on a line making an angle of 105 degrees 30 minutes with said base line between stones R.S. 141 and R.S. 142; at a point in said base line one hundred and forty-five (145) feet from stone R.S. 141, said dock line is five hundred and thirty-eight (538) feet distant on a line perpendicular to said base line; at said stone R.S. 142, said dock line is five hundred and twenty-two (522) feet on a line making an angle of 92 degrees 30 minutes with said base line between stones R.S. 141 and R.S. 142, also at said stone R.S. 142, said dock line is four hundred and forty-three (443) feet distant on a line making an angle of 102 degrees with said base line between stones R.S. 142 and R.S. 143; at a point two hundred and ninety (290) feet in said base line from stone R.S. 142, said dock line is two hundred and eighty-three (283) feet distant on a line perpendicular to said base line; at a point in said base line five hundred and seventy (570) feet from stone R.S. 142, said dock line is one hundred and ninety (190) feet distant on a line perpendicular to said base line; at a point in said base line six hundred and twenty-eight (628) feet from said stone R.S. 142, said dock line is one hundred and eighty-five (185) feet on a line perpendicular to said base line; at a point in said base line seventy-eight (78) feet from said stone R.S. 143, said dock line is two hundred and one (201) feet on a line perpendicular to said base line; at a point in said base line five hundred and ninety-seven (597) feet from stone R.S. 143, said dock line is two hundred and fifty-two (252) feet distant on a line perpendicular to said base line, said dock line is one hundred and eighty (180) feet from said stone R.S. 13, on a straight line in a northerly direction making an angle of 102 degrees 30 minutes with said base line between said stone R.S. 13 and R.S. 14; at a point in said base line two hundred and ten (210) feet from said stone R.S. 13, said dock line is ninety-eight (98) feet distant on a line perpendicular to said base line; at a point in the said base line forty (40) feet from said stone R.S. 14, said dock line is one hundred and four (104) feet distant on a line perpendicular to said base line, between said stones R.S. 14 and R.S. 15; at a point in said base line forty-eight and fifty-six one-hundredths (48.56) feet from said stone R.S. 16, said dock line is one hundred and seventeen and five-tenths (117.5) feet distant on a line perpendicular to said base line, between stones R.S. 16 and R.S. 17; at a point in said base line three hundred and eighteen (318) feet from said stone R.S. 16, said dock line is one hundred and three (103) feet distant on a line perpendicular to said base line; at a point in said base line eighty-nine and ninety-three one- hundredths (89.93) feet from said stone R.S. 17, said dock line is one hundred and six (106) feet distant on a line perpendicular to said base line; at a point in said base line, two hundred and sixty-seven and forty-three one-hundredths (267.43) feet from said stone R.S. 17, said dock line is one hundred and five and six-tenths (105.6) feet distant on a line perpendicular to said base line; at a point in said base line three hundred and eighty-nine and thirty-six one-hundredths (389.36) feet from said stone R.S. 17, said dock line is one hundred and eighteen (118) feet distant on a line perpendicular to said base line; at a point in said base line thirty-three and seven one-hundredths (33.07) feet from said stone R.S. 18, said dock line is one hundred and thirty-eight and thirteen one-hundredths (138.13) feet distant on a line perpendicular to said base line; at a point in said base line eighty-three and seventy-three one-hundredths (83.73) feet from said stone R.S. 18, said dock line is one hundred and thirty-nine and six one-hundredths (139.06) feet distant to a line perpendicular to said base line; at a point in said base line one hundred and thirty- three and seventy-three one-hundredths (133.73) feet from said stone R.S. 18, said dock line is one hundred and forty-two (142) feet distant on a line perpendicular to said base line; at a point in said base line thirty-seven (37) feet from said stone R.S. 19, said dock line is one hundred and forty-eight (148) feet distant on a line perpendicular to said base line; at a point in said base line one hundred and twenty-three (123) feet from said stone R.S. 19, said dock line is one hundred and thirty- nine and seventy-two one-hundredths (139.72) feet distant on a line perpendicular to said base line; at a point in said base line thirty-two (32) feet from said stone R.S. 20, said dock line is one hundred and thirty- six and fifty one-hundredths (136.50) feet distant on a line perpendicular to said base line; at a point in said base line one hundred and thirty-one (131) feet from said stone R.S. 20, said dock line is one hundred and eighteen (118) feet distant on a line perpendicular to said base line; at a point in said base line two hundred and forty-one (241) feet from said stone R.S. 20, said dock line is one hundred and fourteen and fifty one- hundredths (114.50) feet distant on a line perpendicular to said base line; at a point in said base line one hundred and twenty-two (122) feet from said stone R.S. 21, said dock line is one hundred and four (104) feet distant on a line perpendicular to said base line; at a point in said base line two hundred and sixty-five and sixty-three one-hundredths (265.63) feet from said stone R.S. 21, said dock line is one hundred and ten and fifty one-hundredths (110.50) feet distant on a line perpendicular to said base line; at a point in said base line one hundred and forty-four and sixty-eight one- hundredths (144.68) feet from said stone R.S. 22, said dock line is one hundred and twenty-nine and fifty one- hundredths (129.50) feet distant on a line perpendicular to said base line; at a point in the center of Riverbed Ave. N.W. two hundred and forty-eight and three one- hundredths (248.03) feet northerly from the center line of Center St. N.W., which point is also fifty-four and thirty-seven one-hundredths (54.37) feet southerly from the center line of Elm St. N.W., said dock line is ninety-three and forty-eight one-hundredths (93.48) feet distant on a line perpendicular to said center line; at a point in said center line seven hundred and fifteen and fifty-eight one-hundredths (715.58) feet northerly from the center line of Center St. N.W. which point is also one hundred and thirteen and sixty one-hundredths (113.60) feet northerly from the center line of Sycamore St. N.W., said dock line is fifteen and forty- eight one-hundredths (15.48) feet distant on a line perpendicular to said center line; at a point in the center line of Riverbed Ave. N.W. two hundred and thirty- eight and eighty-six one-hundredths (238.86) feet westerly from the stone in the angle in Riverbed Ave. N.W. near Cathan’s Corner, so-called, said dock line is seventy (70) feet distant on a line perpendicular to said center line; at a point in the center line of Main Ave. N.W., said dock line is one hundred and sixty (160) feet northerly from the center line of Riverbed Ave. N.W., at a point in said center line one hundred and ninety-four and fifty-seven one-hundredths (194.57) feet easterly from the center line of Division Ave. N.W., said dock line is one hundred and ninety and twenty-four one-hundredths (190.24) feet on a line perpendicular to the center line of Riverbed Ave. N.W., said last-mentioned point being in the westerly line of the river as fixed by the U.S. Government Engineer, 1900.