The said dock or wharf line on the easterly side of said Cuyahoga River commences at the southerly end of the government stone pier at a point one hundred and twenty-five and eighty-four one-hundredths (125.84) feet from a stone monument marked R.S. 1, on a line making an angle of 92 degrees with said base line between stone monuments R.S. 1 and R.S. 2; at a point in said base line sixty-two and seventy-one one- hundredths (62.71) feet from said stone R.S. 1, said dock line is one hundred and fifty-five and eight-tenths (155.8) feet distant on a line perpendicular to said base line; at a point in said base line one hundred and thirty- two and twenty-one one-hundredths (132.21) feet from said stone R.S. 1, said dock line is one hundred and seventy-six and twenty-four one-hundredths (176.24) feet distant on a line perpendicular to said base line; at a point in said base line two hundred and twenty and forty-one one-hundredths (220.41) feet from said stone R.S. 1, said dock line is one hundred and eighty-five (185) feet distant on a line perpendicular to said base line; at a point in said base line three hundred and fifty- seven and seventy-one one-hundredths (357.71) feet from said stone R.S. 1, said dock line is one hundred and eighty-one and nine-tenths (181.9) feet distant on a line perpendicular to said base line; at a point in said base line four hundred and sixty-one and seventy-one one-hundredths (461.71) feet from said stone R.S. 1, said dock line is one hundred and seventy-eight and fifty-seven one-hundredths (178.57) feet distant on a line perpendicular to said base line; at a point seven hundred and seventy-two and two one-hundredths (772.02) feet from said stone R.S. 1, said dock line is one hundred and fifty-three and fourteen one- hundredths (153.14) feet distant on a line perpendicular to said base line; at a point in said base line eight hundred and fifty-one and two one-hundredths (851.02) feet from said stone R.S. 1, said dock line is one hundred and forty-four (144) feet distant on a line making an angle of 90 degrees 5 minutes with said base line between said points in said base line and said stone R.S. 2; at a point in said base line eight hundred and eighty-seven and two one-hundredths (887.02) feet from said stone R.S. 1, said dock line is one hundred and forty-five (145) feet distant on a line perpendicular to said base line; at a point in said base line nine hundred and forty-seven and two one-hundredths (947.02) feet distant from said stone R.S. 1, said dock line is one hundred and forty-four and six one- hundredths (144.06) feet distant on a line perpendicular to said base line; at a point in said base line nine hundred and ninety-four and two one-hundredths (994.02) feet from said stone R.S. 1, said dock line is one hundred and forty-six (146) feet distant on a line perpendicular to said base line; at a point in said base line eleven hundred and nine and twenty-one one- hundredths (1109.21) feet from said stone R.S. 1, said dock line is one hundred and sixty-three and one-tenth (163.1) feet distant on a line perpendicular to said base line; at a point in said base line one hundred and eighty-one and seventy-nine one-hundredths (181.79) feet from said stone R.S. 2, said dock line is one hundred and forty-five and five-tenths (145.5) feet distant on a line perpendicular to said base line; at a point in said base line three hundred and forty-three and fifty-five one-hundredths (343.55) feet from said stone R.S. 2, said dock line is one hundred and forty- one and five-tenths (141.5) feet distant on a line perpendicular to said base line; at a point in said base line four hundred and fifty-one and fifty-five one- hundredths (451.55) feet from said stone R.S. 2, said dock line is one hundred and forty (140) feet distant on a line perpendicular to said base line; at a point in said base line five hundred and ninety-two and sixty-two one-hundredths (592.62) feet from said stone R.S. 2, said dock line is one hundred and thirty-five (135) feet distant on a line perpendicular to said base line; at a point in said base line sixteen and four-tenths (16.4) feet from said stone R.S. 3, said dock line is one hundred and four and seventy-three one-hundredths (104.73) feet distant on a line perpendicular to said base line; at a point in said base line one hundred and eleven and five-tenths (111.5) feet from said stone R.S. 3, said dock line is one hundred and three and eight- tenths (103.8) feet distant on a line perpendicular to said base line; at a point in said base line two hundred and four (204) feet from said stone R.S. 3, said dock line is one hundred and three and eight-tenths (103.8) feet distant on a line perpendicular to said base line; at a point in said base line three hundred and six (306) feet from said stone R.S. 3, said dock line is one hundred and twenty-four and five-tenths (124.5) feet distant on a line perpendicular to said base line; at said stone R.S. 5, said dock line is one hundred and eighty- eight (188) feet distant on a line making an angle of 71 degrees with said base line between said stones R.S. 5 and R.S. 6; at a point in said base line two hundred and seven (207) feet distant from said stone R.S. 5, said dock line is one hundred and nineteen (119) feet; at a point in said base line four hundred and ninety-seven and fifty-seven one-hundredths (497.57) feet from said stone R.S. 5, said dock line is one hundred and forty- eight (148) feet distant on a line perpendicular to said base line; at said stone R.S. 7, said dock line is one hundred and fifty-nine (159) feet distant on a line making an angle of 79 degrees with said base line between said stones R.S. 7 and R.S. 8; at a point in said base line ninety-two (92) feet from said stone R.S. 7, said dock line is one hundred and fifty and five-tenths (150.5) feet distant on a line perpendicular to said base line; at a point in said base line four hundred and sixty- two (462) feet from said stone R.S. 7, said dock line is one hundred and seventy (170) feet distant on a line perpendicular to said base line; at a point in said base line one hundred and two (102) feet from said stone R.S. 8, said dock line is one hundred and sixty-five (165) feet distant on a line perpendicular with said base line; at stone R.S. 9, said dock line is one hundred and thirty-two and thirty-two one-hundredths (132.32) feet distant on a line making an angle of 114 degrees 51 minutes with said base line between said stones R.S. 9 and R.S. 10; at a point in said base line thirteen (13) feet from said stone R.S. 9, said dock line is one hundred and seventy-two and six-tenths (172.6) feet distant on a line perpendicular to said base line; at a point in said base line eighty-four and five-tenths (84.5) feet from said stone R.S. 9, said dock line is two hundred and eight (208) feet distant on a line perpendicular to said base line; at a point in said base line one hundred and sixty-one and five-tenths (161.5) feet from said stone R.S. 9, said line is two hundred and twenty-eight and five-tenths (228.5) feet distant on a line perpendicular to said base line; at a point in said base line two hundred and forty (240) feet from said stone R.S. 9, said dock line is two hundred and forty- four (244) feet distant on a line perpendicular to said base line; at a point in said base line three hundred and ten (310) feet from said stone R.S. 9, said dock line is two hundred and fifty-seven (257) feet distant on a line perpendicular to said base line; at a point in said base line three hundred and eighty-two (382) feet from said stone R.S. 9, said dock line is two hundred and sixty- one and five-tenths (261.5) feet distant on a line perpendicular to said base line; at a point in said base line four hundred and forty-seven and five-tenths (447.5) feet from said stone R.S. 9, said dock line is two hundred and fifty-four and four-tenths (254.4) feet distant on a line perpendicular to said base line; at a point in said base line five hundred and fourteen and five-tenths (514.5) feet from said stone R.S. 9, said dock line is two hundred and forty-one (241) feet distant on a line perpendicular to said base line; at a point in said base line five hundred and eighty-three and five-tenths (583.5) feet from said stone R.S. 9, said dock line is two hundred and eighteen and seven-tenths (218.7) feet distant on a line perpendicular to said base line; at said stone R.S. 10, said dock line is one hundred and seventy-three and thirty one-hundredths (173.30) feet distant on a line perpendicular to said base line, between said stones R.S. 10 and R.S. 11; at a point in said base line one hundred and eighty-five and five-tenths (185.5) feet from said stone R.S. 10, said dock line is one hundred and seventy-eight and forty-five one-hundredths (178.45) feet distant on a line perpendicular to said base line; at a point in said base line four hundred and forty-six and five-tenths (446.5) feet from said stone R.S. 10, said dock line is one hundred and sixty-seven and fifty one-hundredths (167.50) feet distant on a line perpendicular to said baseline; at a point in said base line six hundred and ninety and twenty-three one-hundredths (690.23) feet from said stone R.S. 10, said dock line is one hundred and thirty-eight and forty-five one-hundredths (138.45) feet distant on a line perpendicular to said base line; at a point in said base line seven hundred and sixty-four and seventy-three one-hundredths (764.73) feet from said stone R.S. 10, said dock line is one hundred and eight and fifty one-hundredths (108.50) feet distant on a line perpendicular to said base line; at said stone R.S. 11, said dock line is ninety-eight and seventy-seven one-hundredths (98.77) feet distant, making an angle of 117 degrees 8 minutes 30 seconds with said base line between said stones R.S. 11 and R.S. 10; at said stone R.S. 11, said dock line is one hundred and eighteen and eighty-five one-hundredths (118.85) feet distant on a line making an angle of 164 degrees 21 minutes 30 seconds with said point in said base line between said stones R.S. 11 and R.S. 10; at a point in said base line forty-two (42) feet from said stone R.S. 11, said dock line is one hundred and fifty-two (152) feet distant on a line perpendicular to said base line; at a point in said base line one hundred and eighteen and six-tenths (118.6) feet from said stone R.S. 11, said dock line is one hundred and seventy-five (175) 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. 12, said dock line is one hundred and forty-six (146) feet distant on a line making an angle of 90 degrees 19 minutes 30 seconds with said base line between stones R.S. 12 and R.S. 31; at a point in said base line three hundred and ninety-three (393) feet from said stone R.S. 12, said dock line is sixty-two (62) feet distant on a line perpendicular to said base line; at a point in said base line ninety-two (92) feet from said stone R.S. 31, said dock line is ninety-eight (98) feet distant on a line perpendicular to said base line; at a point in said base line two hundred and seventy-seven and eight-tenths (277.8) feet from said stone R.S. 31, said dock line is one hundred and forty-three and nineteen one-hundredths (143.19) feet distant on a line perpendicular to said base line; between said stones R.S. 32 and R.S. 33 and one hundred and fourteen (114) feet from R.S. 32, said dock line is ninety-three (93) feet distant on a line perpendicular to said base line; at a point in said base line five hundred and seventy and two-tenths (570.2) feet from said stone R.S. 32, said dock line is ninety-six and seventy-five one-hundredths (96.75) feet distant on a line perpendicular to said base line; at a point in said base line six hundred and fifty-eight (658) feet from said stone R.S. 32, said dock line is one hundred and thirty- five (135) feet distant on a line perpendicular to said base line; at a point in said base line seven hundred and thirty-four (734) feet from said stone R.S. 32, 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 between said stones R.S. 34 and R.S. 35 and four hundred and forty (440) feet distant from R.S. 34, said dock line is three (3) feet distant on a line perpendicular to said base line; thence in a direct line to a point five (5) feet at right angles northerly from a point in said base line eight hundred and seventy-five (875) feet from said stone monument marked R.S. 35; thence in a direct line to a point five (5) feet at right angles northerly from a point in said base line eleven hundred and eighty (1180) feet easterly from said stone monument marked R.S. 35; thence in a direct line to a point forty-five (45) feet from said stone monument marked R.S. 39 in a direction at right angles southerly from said base line between said monuments R.S. 35 and R.S. 39; thence in a direct line to a point eighty-six (86) feet at right angles to the Ohio Canal Commission base line between C. C. S. No. 5 and C. C. S. No. 6 and two hundred and sixty-seven (267) feet from C. C. S. No. 6; thence to a point sixty-three (63) feet at right angles from said base line between C. C. S. No. 6 and C. C. S. No. 7 and two hundred and sixty-six (266) feet from C. C. S. No. 6; thence to a point one hundred and twenty-seven (127) feet at right angles from said base line between C. C. S. No. 8 and C. C. S. No. 9 twenty- two (22) feet from C. C. S. No. 8; thence in a direct line to a point one hundred and thirty (130) feet at right angles from said canal commission base line between C. C. S. No. 8 and C. C. S. No. 9 and sixty-nine (69) feet from C. C. S. No. 8; thence to a point 263.13 feet at right angles from said Canal Commission base line between C. C. S. No. 8 and C. C. S. No. 9 and 319.44 feet from C. C. S. No. 8; thence to a point on the center line of W. 3rd St., which point is 221 feet northwesterly measured along said center line of W. 3rd St. from River Stone No. 114, said river stone being the intersection of the center line of W. 3rd St. with the center line of that portion of Stone’s Levee S.W. westerly from said W. 3rd St.
(Ord. No. 859-44. Passed 10-2-44)