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Note: The legislative history of this Chapter, except where specifically noted at the end of a section, is as follows: Ordinance No. 63410-A, passed September 22, 1924.

CROSS REFERENCES

Harbor boundaries, CO 573.07

Vessels running against piers, CO 573.24

575.01     Public Landings Established

All public landings and all streets bounding and abutting (or the termination thereof), upon the harbor line, as before specified, or upon the line of survey of the ship channel and old river bed, or upon such portion of the Ohio canal, or Lake Erie, as lies within the limits of the City, at or upon which no bridges exist or shall be constructed by the authority of Council, are hereby designated and set apart as public landings, and as such are to be under the control of the Harbor Master or such other officers as Council shall provide, under such rules and regulations as Council shall prescribe.

575.02     Restrictions and Charges for Use of Public Landings

All goods or other property hereafter landed from any steamboat, canal boat, vessel or other watercraft, or unloaded or deposited from any dray, cart or wagon, or other vehicle, upon the public landings, docks or wharves of the City at the foot of the streets or elsewhere, shall be subject and liable to charges as fixed by the Director of Public Service. No person shall remove any property landed or deposited without permission of the Harbor Master, before paying the aforesaid dock charges. No vessel shall be permitted to lie at any of the public landings, docks or wharves of the City for a longer period than three hours, unless by permission of the Harbor Master. At the option of the Harbor Master the payment of one dollar ($1.00) per hour after the period heretofore mentioned may be collected from the owner or person in charge of such vessel.

575.03     Collection of Dock Charges

Every person depositing property on the docks and wharves of the City shall pay the dock charges on demand to the Harbor Master, and in depositing or removing property shall obey his orders both as to the manner and time. The Harbor Master shall collect such charges and pay the same into the City Treasury, and also make complaint of any violations of this chapter to the criminal branch of the Municipal Court.

575.04     Collectors of Wharfage; License; Bond

The Director of Port Control shall annually, on or before the first Monday in March of each year, advertise for two weeks in two daily papers of the City for bids of cash, to be paid in advance for the right to collect wharfage upon any or all of the public landings of the City, which bids shall be reported to Council without unnecessary delay. The Commissioner of Assessments and Licenses, upon payment to him of the amount bid, shall issue to any person to whom award has been made, a license to collect wharfage upon such public landings as may have been awarded to such person, the license to expire on the first Monday in April next following. Any person so licensed shall give a bond with sufficient security, to keep such landings in as good repair as when he took control of them, the natural wear and decay of the landings excepted.
(Ord. No. 1484-54. Passed 6-21-54, eff. 6-29-54)

575.05     Dock Lines

The dock lines of the City are hereby established as set forth in Sections 575.06 to 575.24.
(Ord. No. 1213-51. Passed 5-28-51)

575.06     Dock or Wharf Lines of Ship Channel for Westerly and Easterly Sides

The said dock or wharf lines on the westerly side of said ship channel begin at a point in the northerly line of Riverbed Ave. N. W. three hundred and one and sixty-six one-hundredths (301.66) feet easterly of the intersection of the center line of Division Ave. N. W., produced with the said northerly line of said Riverbed Ave. N. W.; thence northerly at right angles with Riverbed Ave. N. W. to the dock line of the Cuyahoga River on the westerly side thereof; and the dock line of the easterly side of said ship channel is parallel to, and one hundred and ninety-eight (198) feet easterly from the above-described line, and extends from said northerly line of Riverbed Ave. N. W. to the Cuyahoga River.

575.07     Dock or Wharf Lines of Old River Bed for Northwesterly Side

The said dock or wharf line of the said ship channel and old river bed on the northwesterly side thereof, begins at the end of the west concrete pier as built by the U.S. Government and thence southerly along this line produced until it intersects the line which is at right angles to the east line of Riverbed Ave. N. W. and through said point in the northerly line of Riverbed Ave. N. W. three hundred and one and sixty-six one-hundredths (301.66) feet easterly of the center line of Division Ave. N. W. produced; thence south 39 degrees 45 minutes west, forty-eight (48) feet; thence south 46 degrees 45 minutes west, sixty-six (66) feet; thence south 53 degrees 45 minutes west, sixty-six (66) feet; thence south 60 degrees 45 minutes west, sixty-six (66) feet; thence south 67 degrees 45 minutes west, sixty-six (66) feet; thence south 74 degrees 45 minutes west, sixty-six (66) feet, to a point twenty-eight and five-tenths (28.5) feet, at right angles from a point in the easterly line of Division Ave. N. W. one hundred and sixty-one and eight one-hundredths (161.08) feet, southerly from its intersection with the southerly line of Riverbed Ave. N. W.; thence south 84 degrees 30 minutes west, six hundred and sixty-two and sixty-six one-hundredths (662.66) feet to the northwest corner of said second division of the ship channel; which corner is fifty-three and five-tenths (53.5) feet at right angles from a point in the northerly line of Elm St. N. W. ninety and twenty-five one-hundredths (90.25) feet easterly of its intersection with the easterly line of Macy St. N. W.; thence south 24 degrees 32 minutes west, five hundred and thirty and twenty one-hundredths (530.20) feet, to a point thirty-six and eighty-three one-hundredths (36.83) feet distant at right angles, from a point in the easterly line of Macy St. N. W. one hundred and sixteen and four one-hundredths (116.04) feet northerly from its intersection with the northerly line of Mulberry St. N. W.; thence south 10 degrees 30 minutes west, eight hundred and thirty-eight and sixty-six one-hundredths (838.66) feet to a point in 28th St. N. W. fifteen and eighty-three one-hundredths (15.83) feet, at right angles northerly of the southerly line thereof, and one hundred and fifty-seven and sixteen one-hundredths (157.16) feet easterly of the easterly line of Macy St. N. W.; thence south 23 degrees 41 minutes west, three hundred and eleven and seventy-five one-hundredths (311.75) feet to a point four and seventy one-hundredths (4.70) feet, at right angles southerly, from a point in the northerly line of Union St., one hundred and thirty and twenty-nine one-hundredths (130.29) feet easterly from its intersection with the easterly line of Macy St. N. W.; thence south 36 degrees 15 minutes west, two hundred and thirty-nine and seventy-nine one-hundredths (239.79) feet; thence south 60 degrees 13 minutes west, three hundred and eighty-eight and seventy-five one-hundredths (388.75) feet, to a point which is one hundred and nine and fifty one-hundredths (109.50) feet distant, at right angles from a point in the northerly line of Andrew St., and one hundred and forty-four and sixteen one-hundredths (144.16) feet from its intersection with the southerly line of Giddings St.; thence south 83 degrees 32 minutes 30 seconds west, three hundred and seventy-nine and fifty one-hundredths (379.50) feet; thence south 88 degrees 56 minutes west, fourteen hundred and eight and four one-hundredths (1408.04) feet, to a point five and four one-hundredths (5.04) feet, westerly on the last mentioned course, from a point in the center line of Carter St., one hundred and thirty-seven and ninety-two one-hundredths (137.92) feet southerly from its intersection with the southerly line of Andrews St.; thence north 77 degrees 35 minutes west, four hundred and seventy-five and ninety-eight one-hundredths (475.98) feet to the westerly line of 54th St. N. W. produced, and four hundred and sixty-two and thirty-three one-hundredths (462.33) feet from the intersection of said westerly line with the northerly line of old River Ave. N.W.

575.08     Base Line for Southeasterly Side

Base line on the southeasterly side of Old Riverbed begins at a stone monument in the center line of Main Ave. N. W. and Elm St. N.W. and extends to a stone monument at the intersection of Elm St. N. W. and Division Ave. N. W.; thence deflecting to the left 89 degrees 48 minutes 30 seconds two thousand and six and forty-four one-hundredths (2006.44) feet to a stone monument at the angle in Division Ave. N.W.; thence deflecting to the right 41 degrees 49 minutes 30 seconds a distance of nine hundred and fourteen and twenty-two one-hundredths (914.22) feet to a stone monument; thence deflecting to the right 30 degrees 2 minutes a distance of two hundred and eighty and eighty-four one-hundredths (280.84) feet to a stone monument; thence deflecting to the right 45 degrees 24 minutes 30 seconds a distance of ninety-one and thirty-six one-hundredths (91.36) feet to a stone monument; thence deflecting to the left 39 degrees 28 minutes 50 seconds a distance of two hundred and sixteen one-hundredths (200.16) feet to a stone monument; thence deflecting to the left 4 degrees 16 minutes a distance of one thousand six hundred and eighty-seven (1687) feet to a stone monument which is at the center of old River Ave. N. W. and 54th St. N. W.

575.09     Dock or Wharf Lines for Southeasterly Side

The said dock or wharf lines of the said ship channel and old river bed on the southeasterly side thereof, begin in the said northerly line of Riverbed Ave. N. W. one hundred and ninety-eight (198) feet easterly of the beginning of the northwesterly side; thence south 9 degrees 15 minutes west, at right angles with said northerly line of Riverbed Ave. N. W. fifty-five and eighty-three one-hundredths (55.83) feet; thence south 40 degrees 41 minutes west, one hundred and twenty-five and thirty-three one-hundredths (125.33) feet; thence south 47 degrees 41 minutes west, ninety and thirty-three one-hundredths (90.33) feet; thence south 54 degrees 41 minutes west, ninety and thirty-three one-hundredths (90.33) feet; thence south 61 degrees 41 minutes west, ninety and thirty-three one-hundredths (90.33) feet; thence south 68 degrees 41 minutes west, ninety and thirty-three one-hundredths (90.33) feet; thence south 76 degrees 38 minutes west, one hundred (100) feet to a point one hundred and forty-two and eighty-nine one-hundredths (142.89) feet distant at right angles from a point in the northerly line of Elm St. N. W., one hundred and ten and sixty-six one-hundredths (110.66) feet, easterly from its intersection with the easterly line of Division Ave. N. W., thence southwesterly to a point which is about one hundred and ninety-five (195) feet from the last mentioned point and said point is ninety-six and seventeen one-hundredths (96.17) feet from a point in the center line of Elm St. N. W. and measured along the north line of Division Ave. N. W.; at a point one hundred and sixty-one (161) feet southerly from a stone monument at the intersection of Division Ave. N. W. and Elm St. N. W., said dock line is three hundred and forty-eight and eighty-four one-hundredths (348.84) feet at right angles from this point; at a point two hundred and seven and fifty one-hundredths (207.50) feet from the abovementioned monument, said dock line is three hundred and sixty-eight and two one-hundredths (368.02) feet at right angles from this point; at a point six hundred and twenty-three and fifty one-hundredths (623.50) feet from the above-mentioned monument, said dock line is three hundred and seventy-six and forty-nine one-hundredths (376.49) feet at right angles from this point; thence south 10 degrees 30 minutes west, six hundred and forty (640) feet to a point in 28th St. N. W., thirty-seven and seventy-five one-hundredths (37.75) feet southerly, at right angles from a point in its northerly line two hundred and thirty-nine and seventy-five one-hundredths (239.75) feet westerly from its intersection with the westerly line of Division Ave. N. W.; thence south 20 degrees west, five hundred and seven (507) feet to a point which is one thousand seven hundred and seventy and eighty one-hundredths (1770.80) feet from the stone monument at the intersection of Elm St. N. W. and Division Ave. N. W. measured along the center line of Division Ave. N. W.; said dock line is two hundred and ninety and fifty-four one-hundredths (290.54) feet at right angles from said point; thence southwesterly six hundred and fifty-three (653) feet to a point which is three hundred and thirty (330) feet at right angles from a point in the center line of Division Ave. N. W. said point being six hundred and sixty-six and ninety-eight one-hundredths (666.98) feet from the angle in Division Ave. N. W.; thence south 82 degrees 48 minutes west, four hundred and thirty-seven and seventy one-hundredths (437.70) feet to a point two hundred and sixty-nine (269) feet north of the center line of old River Ave. N. W., measured on a line parallel with and one hundred and sixty-three (163) feet distant from the west line of 45th St. N. W.; thence south 89 degrees 58 minutes west one thousand four hundred and forty-four and thirty-three one-hundredths (1444.33) feet to a point two hundred and ten and fifty one-hundredths (210.50) feet distant at right angles from a point in the center line of old River Ave. N. W. and four hundred and thirty-two (432) feet easterly of its intersection with the westerly line of 54th St. N. W.; thence north 78 degrees 23 minutes west, four hundred and fifty-one and sixty-six one-hundredths (451.66) feet to a point in the westerly line of 54th St. N. W. two hundred and fifty-one (251) feet northerly of its intersection with the northerly line of old River Ave. N. W.

575.10     Dock or Wharf Lines from Front Ave. N. W. to Middle W. 3rd St. Bridge

The dock or wharf lines of the Cuyahoga River between Front Ave. N. W. and Middle W. 3rd St. Bridge, also the base lines to which the same have reference, are hereby re-established as follows in Sections 575.11 to 575.14.

575.11     Base Line for Easterly Side

The said base line on the easterly side of Cuyahoga River commences at the center of the stone monument marked R. S. 1, near the center line of River Ave. N. W., produced northwesterly one hundred and forty-eight (148) feet from the intersection of the supposed center line of said River Ave. N. W. with the supposed southerly line of Front Ave. N. W.; thence southeasterly on a straight line near the center line of River Ave. N. W. eleven hundred and twenty-seven and seventy-six one-hundredths (1127.76) feet to a stone monument marked R. S. 2, at the supposed angle in said River Ave. N. W. on the line between original lots 195 and 196; thence deflecting westerly 20 degrees 52 minutes 30 seconds on a straight line, and continuing near the center line of said River Ave. N. W. seven hundred and fifty-nine and sixty-two one-hundredths (759.62) feet to a stone monument marked R. S. 3; thence continuing on the same straight line three hundred and sixty-eight and sixty-eight one-hundredths (368.68) feet to a stone monument marked R. S. 4, near the center of River Ave. N. W.; thence deflecting westerly 17 degrees 44 minutes a distance of two hundred and one and sixty-nine one-hundredths (201.69) feet to a stone monument marked R. S. 5, at the supposed intersection of the center line of Superior Ave. N. W. and Merwin St. N. W.; thence deflecting westerly 55 degrees a distance of five hundred and sixty-seven and fifty-seven one-hundredths (567.57) feet to a stone monument marked R. S. 6; thence deflecting westerly 8 degrees 28 minutes a distance of four hundred and fifty-six and thirty-five one-hundredths (456.35) feet to a stone monument marked R. S. 7, at the intersection of Center St. N. W. and Merwin St. N. W.; thence deflecting easterly 7 degrees 46 minutes 30 seconds a distance of seven hundred and seventy (770) feet to a stone monument marked R. S. 8, at or near the center line of said Merwin St.; thence on the same straight line four hundred and forty-four and thirty one-hundredths (444.30) feet to a stone monument marked R. S. 9, thence deflecting easterly 54 degrees 24 minutes a distance of six hundred and forty-eight and sixty-four one-hundredths (648.64) feet to a stone monument marked R. S. 10, at the supposed angle in said Merwin St. N. W.; thence deflecting easterly 31 degrees 20 minutes a distance of seven hundred and seventy-four and seventy-three one-hundredths (774.73) feet to a stone monument marked R. S. 11, six (6) feet southerly and two (2) feet easterly of the supposed intersection of the center line of Leonard St. N. W. with the easterly line of Columbus Rd. N. W.; thence deflecting northerly 85 degrees 17 minutes a distance of two hundred and ten and six-tenths (210.6) feet to a stone monument marked R. S. 12, in said Leonard St. N. W. and extending a distance of four hundred and nineteen (419) feet to a stone monument marked R. S. 31, at the intersection of the center line of Leonard St. N. W.; thence deflecting westerly 63 degrees 29 minutes a distance of six hundred and sixty-eight and forty-four one-hundredths (668.44) feet to a stone monument marked R. S. 32; thence deflecting easterly 31 degrees 13 minutes a distance of seven hundred and forty-seven and seventy-one one-hundredths (747.71) feet to a stone monument marked R. S. 33; thence deflecting easterly 90 degrees a distance of one hundred and ninety-three and fifty-two one-hundredths (193.52) feet to a stone monument marked R. S. 34; thence deflecting northerly 42 degrees 45 minutes a distance of four hundred and eighty-seven (487) feet to a stone monument marked R. S. 35, on the easterly side of the C. C. C. & St. L. R. R. bridge, and from thence runs in a direct line to a stone monument marked R. S. 39, set in the towing path of the Ohio Canal in or near the westerly line of W. 3rd St.; thence along the Ohio Canal Commission base lines between stones C. C. S. No. 6 and C. C. S. No. 9.

575.12     Dock Lines for Easterly Side

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)

575.13     Base Line for Westerly Side

The base line on the westerly side of Cuyahoga River commences at the center of a stone monument marked R. S. 148 in the center line of W. 3rd St. four hundred and ten and ninety-seven one-hundredths (410.97) feet southerly from the center line of Scranton Rd. N. W.; thence northerly along the center line of W. 3rd St. four hundred and ten and ninety-seven one-hundredths (410.97) feet to a stone monument marked R. S. 147 in the center of Scranton Rd. N. W.; thence southerly along the center line of Scranton Rd. N. W. four hundred and fifty and eighty-nine one-hundredths (450.89) feet to a stone monument marked R. S. 139, at the intersection of the center line of Carter Rd. N. W.; thence westerly along the center line of Carter Rd. N. W. one thousand and six and eighty-eight one-hundredths (1006.88) feet to a stone monument marked R. S. 140; thence deflecting to the left 16 degrees 5 minutes a distance of one hundred and ten and twenty-one one-hundredths (110.21) feet to a stone monument marked R. S. 141; thence deflecting to the left 26 degrees 41 minutes 15 seconds along the center line of Carter Rd. N. W. two hundred and ninety-nine and nineteen one-hundredths (299.19) feet to a stone monument marked R. S. 142; thence southerly along the center line of Carter Rd. N. W. seven hundred and forty-three and thirty-six one-hundredths (743.36) feet to a stone monument marked R. S. 143; thence southerly along the center line of Carter Rd. N. W. six hundred and forty and seventy-three one-hundredths (640.73) feet to a stone monument marked R. S. 144; thence a distance of three hundred and forty-eight and fifty one-hundredths (348.50) feet to a stone monument marked R. S. 13 at the supposed intersection of the center lines of W. 20th St. and Riverbed Ave. N. W.; thence westerly a distance of three hundred and seventy-two and ninety-seven one-hundredths (372.97) feet to a stone monument marked R. S. 14 at the supposed intersection of the center line of said Riverbed Ave. with the easterly line of Columbus Rd. N. W.; thence deflecting northerly 13 degrees 3 minutes a distance of eighty and four one-hundredths (80.04) feet to a stone monument marked R. S. 15, at the supposed intersection of said Riverbed Ave. N. W. with the westerly line of Columbus Rd. N. W.; thence deflecting northerly 13 degrees 3 minutes on a straight line near the center of said Riverbed Ave. N. W. three hundred and eighty-six and fifty-seven one-hundredths (386.57) feet to a stone monument marked R. S. 16; thence deflecting northerly 15 degrees 14 minutes a distance of four hundred and seventy-nine one-hundredths (400.79) feet to a stone monument marked R. S. 17, at the supposed center and angle in said Riverbed Ave. N. W. at Hurd St.; thence deflecting northerly 4 degrees 43 minutes a distance of four hundred and ninety-seven and eighty-six one-hundredths (497.86) feet to a stone monument marked R. S. 18; thence deflecting easterly 22 degrees a distance of two hundred and twenty-three (223) feet to a stone monument marked R. S. 19; thence deflecting easterly 17 degrees a distance of two hundred and twenty-one and fifty one-hundredths (221.50) feet to a stone monument marked R. S. 20; thence deflecting easterly 15 degrees a distance of two hundred and sixty (260) feet to a stone monument marked R. S. 21; thence deflecting easterly 15 degrees 30 minutes a distance of three hundred (300) feet to a stone monument marked R. S. 22; thence a distance of five hundred and seventy-four and sixty-three one-hundredths (574.63) feet to a stone monument marked R. S. 23; thence on the same straight line to the center line of Riverbed Ave. N. W.; thence along the center line of Riverbed Ave. N. W. to the center line of Division Ave. N. W.

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.

575.15     Dock or Wharf Lines for Middle W. 3rd St. Bridge to Upper W. 3rd St. Bridge

The dock or wharf lines of the Cuyahoga River between the Middle W. 3rd St. Bridge and the Upper W. 3rd St. Bridge, also the base lines to which the same have reference, are hereby re-established as follows in Sections 575.16 to 575.19.

575.16     Base Line for Westerly Side

The said base line on the westerly side of Cuyahoga River commences at the center of the stone monument marked R. S. 129 at the intersection of the center line of W. 3rd St. and Cuyahoga Ave. S. W.; thence westerly along the center line of Cuyahoga Ave. S. W. a distance of one thousand one hundred and forty-eight and ninety-seven one-hundredths (1148.97) feet to a stone monument marked R. S. 130; thence continuing a distance of three hundred and twenty-four and seventy-three one-hundredths (324.73) feet to its intersection with the center line of University Rd. S. W. produced easterly sixty-six and seventy-four one-hundredths (66.74) feet from the stone on the center line of W. 11th St.; thence deflecting to the right 44 degrees 00 minutes 50 seconds along said center line produced sixty-six and seventy-four one-hundredths (66.74) feet to a stone monument at the intersection of the center line of University Rd. S. W. three hundred and ninety-two and twenty-one one-hundredths (392.21) feet to a stone monument; thence deflecting to the right 23 degrees 14 minutes along the center line of W. 14th St. produced east two hundred and fifty-one (251.00) feet to a stone monument at the westerly line of W. 14th St.; thence along the center line of W. 14th St. nine hundred and thirteen and forty-seven one-hundredths (913.47) feet to a stone monument at the center of Scranton Rd. S. W.; thence deflecting to the right 64 degrees 26 minutes along the center line of Scranton Rd. S. W. two hundred and forty and sixty-five one-hundredths (240.65) feet to a stone monument at an angle in Scranton Rd. S. W.; thence deflecting to the left 4 degrees 2 minutes 40 seconds along the center line of Scranton Rd. S. W. two hundred and eighty-nine and seventy-four one-hundredths (289.74) feet to a stone monument marked R. S. 137; thence continuing on the same center line one thousand one hundred and nineteen and two one-hundredths (1119.02) feet to a stone monument marked R. S. 138 at an angle in Scranton Rd. S. W.; thence deflecting to the right 20 degrees 25 minutes 45 seconds along the center line of Scranton Rd. S.W. nine hundred and ninety-five and thirty-six one-hundredths (995.36) feet to a stone monument marked R. S. 139 at the center of Carter Rd. N. W.; thence continuing on the same center line four hundred and fifty and ninety one-hundredths (450.90) feet to a stone monument marked R. S. 147 at the center of W. 3rd St.; thence deflecting to the right 100 degrees 00 minutes 50 seconds along the center line of W. 3rd St. four hundred and ten and ninety-seven one-hundredths (410.97) feet to a stone monument marked R. S. 148.

575.17     Dock Lines for Westerly Side

The said dock or wharf line on the westerly side of Cuyahoga River commences at a point in the center line of W. 3rd St., two hundred sixty-seven (267) feet north from the stone monument marked R. S. 129; at a point in said base line four hundred and sixty and fifty-five one-hundredths (460.55) feet westerly from said stone R. S. 129, said dock line is two hundred and seventy-two (272) feet distant on a line perpendicular to said base line; at a point in said base line eight hundred and twenty and five-tenths (820.5) feet from said stone R. S. 129, said dock line is one hundred and ninety-three (193) feet distant on a line perpendicular to said base line; at a point in said base line eighty-seven (87) feet westerly from said stone R. S. 130, said dock line is two hundred and thirty-five (235) feet distant on a line perpendicular to said base line; at a point in said base line three hundred and five (305) feet westerly from the stone monument at the center of W. 11th St., said dock line is three hundred thirty-eight (338) feet distant on a line perpendicular to said base line; at a point in said base line three hundred and five (305) feet from a stone monument on the westerly line of W. 14th St., said dock line is two hundred and seventy (270) feet distant on a line perpendicular to said base line; at a point in said base line five hundred and twenty (520) feet from said stone on the westerly line of W. 14th St., said dock line is two hundred and ninety-seven (297) feet distant on a line perpendicular to said base line; at a point in said base line seventy-six (76) feet southerly from said stone R. S. 137, said dock line is two hundred and seventy-eight (278) feet distant on a line perpendicular to said base line; at a point in said base line one hundred ninety-five and fifty one-hundredths (195.50) feet northerly from said stone R. S. 137, said dock line is one hundred eighty-eight and eighty-four one-hundredths (188.84) feet distant on a line perpendicular to said base line; at a point in said base line three hundred thirty-four and twenty-two one-hundredths (334.22) feet northerly from R. S. 137, said dock line is one hundred seventy-one and seventy-two one-hundredths (171.72) feet distant on a line perpendicular to said base line; at a point in said base line five hundred twenty-eight and one one-hundredth (528.01) feet northerly from said stone R. S. 137, said dock line is one hundred thirty-nine and fifty-four one-hundredths (139.54) feet distant on a line perpendicular to said base line; at a point in said base line one hundred ninety-five (195) feet southerly from stone R. S. 138, said dock line is one hundred and fifty-six (156) feet distant on a line perpendicular to said base line; at a point in said base line three hundred and forty (340) feet northerly from said stone R. S. 138, said dock line is one hundred thirty-nine (139) feet distant on a line perpendicular to said base line; at a point in said base line two hundred and eighty-six (286) feet southerly from said stone R. S. 139, said dock line is one hundred sixty-nine (169) feet distant on a line perpendicular to said base line; at a point in said base line five (5) feet southerly from said stone R. S. 139, said dock line is two hundred and forty-eight (248) feet distant on a line perpendicular to said base line; at a point in the produced base line over stones 147 and 148, said dock line is fifty-five (55) feet distant southerly from said stone R.S. 148.
(Ord. No. 91407. Passed 9-29-30)

575.18     Base Line for Easterly Side

The said base line on the easterly side of Cuyahoga River commences at the center of a stone monument marked R. S. 114 at the intersection of the center lines of W. 3rd St. and Stones Levee S. W.; thence southerly along the center line of Stones Levee S. W. two hundred and ninety-five and seventy-seven one-hundredths (295.77) feet to a stone monument marked R. S. 115; thence deflecting to the left 5 degrees 17 minutes along the center line of Stones Levee S. W. two hundred and eleven and fifty-nine one-hundredths (211.59) feet, to a stone monument marked R. S. 116; thence deflecting to the left 12 degrees 26 minutes along the center line of Stones Levee S. W. one hundred and seventy-four and sixty-six one-hundredths (174.66) feet, to a stone monument marked R. S. 117; thence deflecting to the left 9 degrees 11 minutes 45 seconds along the center line of Stones Levee S. W. one hundred and ninety-one and seventy-nine one-hundredths (191.79) feet, to a stone monument marked R. S. 118; thence deflecting to the left 13 degrees 38 minutes 40 seconds along the center line of Stones Levee S. W. three hundred and twelve and thirty-four one-hundredths (312.34) feet, to a stone monument marked R. S. 119; thence deflecting to the left 2 degrees 39 minutes 50 seconds a distance of two hundred and fifty-three and six one-hundredths (253.06) feet to a stone monument marked R. S. 120; thence continuing on the same straight line two hundred and ninety-one and thirty-two one hundredths (291.32) feet, to a stone monument marked R. S. 121; thence deflecting to the left 19 degrees 11 minutes 15 seconds a distance of six hundred and sixty-five and thirty-five one-hundredths (665.35) feet to a stone monument marked R. S. 123; thence deflecting to the left 46 degrees 11 minutes 45 seconds a distance of two hundred and fifty-five and ten one-hundredths (255.10) feet to a stone monument marked R. S. 124; thence deflecting to the left 20 degrees 43 minutes 10 seconds a distance of two hundred and sixty-seven and seventy-five one-hundredths (267.75) feet to a stone monument marked R. S. 125, which point is also the point of the center line of the right of way of the Central viaduct lands; thence deflecting to the left 33 degrees 38 minutes 20 seconds a distance of two hundred and thirty-six and twenty-four one-hundredths (236.24) feet to a stone monument marked R. S. 127, which point is also on the north line of Stones Levee S. W.; thence deflecting to the left 5 degrees 39 minutes 40 seconds a distance of one thousand and fifty-one and twenty-four one-hundredths. (1051.24) feet to a stone monument marked R. S. 128 on the center line of W. 3rd St. S. W.; thence deflecting to the right 83 degrees 29 minutes 20 seconds along the center line of W. 3rd St. S. W. one hundred and seventeen one-hundredths (100.17) feet to a stone monument marked R. S. 150.

575.19     Dock Lines for Easterly Side

The said dock or wharf line on the easterly side of Cuyahoga River commences at a point in the center line of W. 3rd St. two hundred and twenty-one (221) feet northerly from a stone monument marked R. S. 114; at a stone R. S. 115 said dock line is two hundred and twenty-five (225) feet distant on a line making an angle of 91 degrees 30 minutes with said base line between said stones R. S. 114 and R. S. 115; at a point in said base line seventy-three and five-tenths (73.5) feet southerly from said stone R. S. 116, said dock line is two hundred and twenty-two (222) feet distant on a line perpendicular to said base line; at a point in said base line twenty (20) feet southerly from said stone R. S. 117, said dock line is two hundred and seven (207) feet distant on a line perpendicular to said base line; at a point in said base line ninety-four and five-tenths (94.5) feet southerly from said stone R. S. 118, said dock line is one hundred and ninety-eight (198) feet distant on a line perpendicular to said base line; at said stone R. S. 119, said dock line is two hundred and four (204) feet distant on a line making an angle of 88 degrees 30 minutes with said base line between stones R. S. 118 and R. S. 119; at said stone R. S. 120, said dock line is one hundred and ninety-eight (198) feet distant on a line making an angle of 84 degrees 40 minutes with said base line between stones R. S. 119 and R. S. 120; at said stone R. S. 121, said dock line is one hundred and eighty (180) feet distant on a line making an angle of 67 degrees 15 minutes with said base line between said stones R. S. 120 and R. S. 121; at a point in said base line one hundred and sixty-six (166) feet from said stone 121, said dock line is one hundred and fifty-six (156) feet distant on a line perpendicular to said base line; at a point in said base line four hundred and twelve (412) feet from said stone R. S. 121, 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 five hundred and sixty-eight (568) feet from said stone R. S. 121, said dock line is ninety-four (94) feet distant on a line perpendicular to said base line; at a point in said base line two (2) feet from said stone R. S. 123, said dock line is fifty-two (52) feet distant on a line perpendicular to said base line; at a point in said base line two hundred (200) feet from said stone R. S. 123, said dock line is sixty-nine (69) feet distant on a line perpendicular to said base line; at a point in said base line one hundred and eighty-six (186) feet from said stone R. S. 124, said dock line is one hundred and eight (108) feet distant on a line perpendicular to said base line; at said stone R. S. 127, said dock line is two hundred and eighty-six (286) feet distant on a line perpendicular to said base line between stones R. S. 127 and R. S. 128; at a point in said base line seven hundred and seventy-four (774) feet from said stone R. S. 127, said dock line is one hundred and forty (140) feet distant on a line perpendicular to said base line; at a point in the center line of W. 3rd St., said dock line is forty (40) feet south from stone R. S. 150.

575.20     Dock or Wharf Lines for Upper W. 3rd St. Bridge to Denison-Harvard Viaduct

The dock or wharf lines of the Cuyahoga River from Upper W. 3rd St. Bridge to the Denison-Harvard Viaduct are hereby re-established as follows in Sections 575.21 to 575.24.

575.21     Dock or Wharf Line for Westerly Side

Beginning on the westerly established dock line of the Cuyahoga River at its intersection with the center line of W. 3rd St., said beginning point being north 38 degrees 13 minutes 55 seconds west 206.00 feet measured along said center line from its intersection with the center line of Cuyahoga Ave. S. W.; thence north 59 degrees 53 minutes 01 seconds east 815.10 feet to an angle; thence north 76 degrees 55 minutes 23 seconds east 230.00 feet to an angle; thence south 68 degrees 59 minutes 53 seconds east 230.00 feet to an angle; thence south 34 degrees 58 minutes 14 seconds east 230.79 feet to an angle; thence south 17 degrees 52 minutes 45 seconds east 864.22 feet to an angle; thence south 50 degrees 57 minutes 35 seconds east 714.38 feet to an angle; thence south 27 degrees 04 minutes 05 seconds east 37.40 feet to a point that is south 85 degrees 53 minutes 35 seconds east 45.38 feet from River Stone No. 194; thence continuing south 27 degrees 04 minutes 05 seconds east 65.41 feet to an angle; thence south 21 degrees 20 minutes 40 seconds east 67.08 feet to an angle; thence south 17 degrees 47 minutes 55 seconds east 819.38 feet to a point on the center line of Jefferson Ave. S. W. which point is south 88 degrees 33 minutes 45 seconds east 22.00 feet measured along said center line on Jefferson Ave. S. W. from River Stone No. 193; thence south 10 degrees 33 minutes 40 seconds east 747.01 feet to an angle point on the center line of Mary Ave. S. W. which point is north 52 degrees 02 minutes 40 seconds east 314.71 feet measured along said center line from its intersection with the center line of W. 3rd St.; thence south 39 degrees 43 minutes 05 seconds east 2167.86 feet to an angle; thence south 22 degrees 16 minutes 25 seconds east 1042.14 feet to an angle; thence south 8 degrees 09 minutes 55 seconds east 644.09 feet to an angle; thence south 2 degrees 56 minutes 55 seconds east 299.54 feet to a point on the center line of Clark Ave. S. W. which point is south 86 degrees 49 minutes 25 seconds west 368.22 feet measured along said center line of Clark Ave. S. W. and Pershing Ave. S. E. from its intersection with the center line of Independence Rd. S. E.
(Ord. No. 1946-A-48. Passed 4-4-49)

575.22     Dock or Wharf Line for Westerly Side

Beginning on the westerly established dock line of the Cuyahoga River at its intersection with the center line of Clark Ave., S. W., said beginning point being south 86 degrees 49 minutes 25 seconds west 368.22 feet measured along said center line of Clark Ave., S. W. and Pershing Ave., S. E. from its intersection with the center line of Independence Rd., S. E.; thence south 2 degrees 56 minutes 55 seconds east 81.23 feet to an angle; thence south 15 degrees 25 minutes 36 seconds west 204.08 feet to an angle; thence south 35 degrees 34 minutes 25 seconds west 1781.79 feet to an angle; thence south 57 degrees 57 minutes 31 seconds west 200.00 feet to an angle; thence south 80 degrees 20 minutes 37 seconds west 930.02 feet to an angle point which angle point is south 14 degrees 24 minutes 07 seconds west 109.51 feet from a stone monument; thence south 74 degrees 50 minutes 37 seconds west 632.22 feet to an angle; thence south 36 degrees 20 minutes 37 seconds west 1771.31 feet to an angle; thence south 8 degrees 10 minutes 37 seconds west 2157.31 feet to an angle; thence south 14 degrees 55 minutes 46 seconds east 294.72 feet to the center line of the Wheeling and Lake Erie Railway Company's right-of-way, which point is north 35 degrees 15 minutes 48 seconds east 1056.47 feet measured along said center line from its intersection with the center line of Denison Ave., S. W.; thence south 14 degrees 57 minutes 28 seconds east 1642.49 feet to an angle; thence south 22 degrees 20 minutes 17 seconds west 120.75 feet to a point in the northerly face of the concrete piers of the Harvard-Denison Viaduct, which last mentioned point is south 36 degrees 55 minutes 47 seconds east 373.00 feet from a stone monument in the center line of Denison Ave. S. W. at its easterly end.
(Ord. No. 76-62. Passed 2-5-62, eff. 2-6-62)

575.23     Dock or Wharf Line for Easterly Side

Beginning on the easterly established dock line of the Cuyahoga River at its intersection with the center line of W. 3rd St., said beginning point being south 38 degrees 13 minutes 55 seconds east 140.17 feet measured along said center line of W. 3rd St. from River Stone No. 128; thence north 60 degrees 01 minute 35 seconds east 351.24 feet to an angle; thence north 54 degrees 22 minutes 40 seconds east 667.87 feet to an angle; thence north 72 degrees 54 minutes 56 seconds east 366.78 feet to an angle; thence south 73 degrees 16 minutes 20 seconds east 158.71 feet to an angle; thence south 44 degrees 11 minutes 11 seconds east 176.51 feet to an angle which point is south 11 degrees 18 minutes 15 seconds west 150.00 feet from Canal Commission Survey Monument No. 15; thence south 17 degrees 00 minutes 20 seconds east 1020.60 feet to a point of curvature; thence southeasterly along the arc of a circle deflecting to the left 256.47 feet whose radius is 573.83 feet and whose chord bears south 34 degrees 13 minutes 21 seconds east 254.34 feet; thence south 47 degrees 01 minute 35 seconds east 610.12 feet to a point of curvature; thence southeasterly along the arc of a circle deflecting to the right 120.33 feet whose radius is 388.38 feet and whose chord bears south 38 degrees 09 minutes 03 seconds east 119.85 feet; thence south 29 degrees 16 minutes 30 seconds east 104.11 feet to an angle; thence south 21 degrees 59 minutes 30 seconds east 48.60 feet to a point which bears south 85 degrees 53 minutes 35 seconds east 279.53 feet from River Stone No. 194 and along a line between River Stone No. 194 and Canal Commission Survey Monument No. 19; thence south 17 degrees 44 minutes 10 seconds east 863.49 feet to an angle; thence south 10 degrees 33 minutes 40 seconds east 67.96 feet to a point on the center line of Jefferson Ave. S. E. which point bears south 88 degrees 33 minutes 45 seconds east 226.47 feet measured along said center line of Jefferson Ave. from River Stone No. 193; thence continuing south 10 degrees 33 minutes 40 seconds east 652.49 feet to an angle; thence south 39 degrees 43 minutes 05 seconds east 1210.11 feet to an angle; thence south 61 degrees 42 minutes 15 seconds east 185.45 feet to an angle; thence south 83 degrees 41 minutes 25 seconds east 553.27 feet to an angle; thence north 79 degrees 48 minutes 13 seconds east 88.73 feet to a point on the easterly line of original 100-acre lot No. 269 which point is south 2 degrees 25 minutes 45 seconds east 196.81 feet measured along said original lot line from its intersection with the center line of Independence Rd. S. E.; thence continuing north 79 degrees 48 minutes 13 seconds east 55.67 feet to an angle; thence south 47 degrees 43 minutes 05 seconds east 63.19 feet to an angle; thence south 39 degrees 43 minutes 05 seconds east 52.18 feet to an angle; thence south 50 degrees 16 minutes 55 seconds west 291.26 feet to an angle; thence south 8 degrees 05 minutes 05 seconds west 453.20 feet to an angle; thence south 22 degrees 16 minutes 25 seconds east 967.56 feet to an angle; thence south 8 degrees 09 minutes 55 seconds east 677.96 feet to an angle; thence south 2 degrees 56 minutes 55 seconds east 307.85 feet to a point in the center line of Pershing Ave. S. E. which point is south 86 degrees 49 minutes 25 seconds west 168.22 feet measured along said center line of Pershing Ave. S. E. from its intersection with the center line of Independence Rd. S.E.
(Ord. No. 1946-A-48. Passed 4-4-49)

575.24     Dock or Wharf Line for Easterly Side

Beginning on the easterly established dock line of the Cuyahoga River at its intersection with the center line of Pershing Ave., S.E., said beginning point being south 86 degrees 49 minutes 25 seconds, west 168.22 feet measured along said center line of Pershing Ave., S.E., from its intersection with the center line of Independence Rd., S.E., thence south 2 degrees 56 minutes 55 seconds east 114.37 feet to an angle; thence south 15 degrees 25 minutes 36 seconds west 271.96 feet to an angle; thence south 35 degrees 34 minutes 25 seconds west 913.59 feet to an angle; thence south 30 degrees 06 minutes 05 seconds west 883.91 feet to an angle; thence south 57 degrees 57 minutes 32 seconds west 404.66 feet to an angle; thence south 84 degrees 09 minutes 17 seconds west 948.53 feet to an angle; thence south 74 degrees 51 minutes 13 seconds west 105.76 feet to a point that is north 14 degrees 24 minutes 07 seconds east 114.98 feet from a stone monument and south 14 degrees 24 minutes 07 seconds west 230.02 feet from an angle in the westerly dock line; thence south 74 degrees 50 minutes 49 seconds west 248.81 feet to an angle; thence south 55 degrees 35 minutes 43 seconds west 377.63 feet to an angle; thence south 36 degrees 20 minutes 37 seconds west 1351.29 feet to an angle; thence south 22 degrees 15 minutes 37 seconds west 193.99 feet to an angle; thence south 8 degrees 10 minutes 37 seconds west 1966.25 feet to an angle; thence south 14 degrees 55 minutes 46 seconds east 87.16 feet to a point in the center line of the Wheeling and Lake Erie Railway Company's right-of-way, which point is north 35 degrees 14 minutes 42 seconds east 1316.82 feet measured along said center line from its intersection with the center line of Denison Ave., S.W.; thence south 14 degrees 57 minutes 28 seconds east 1137.86 feet to an angle; thence south 63 degrees 02 minutes 18 seconds east 90.00 feet to an angle; thence south 20 degrees 41 minutes 21 seconds east 722.95 feet to an angle; thence south 74 degrees 37 minutes 22 seconds west 160.00 feet to an angle; thence south 48 degrees 28 minutes 49 seconds west 20 feet to an angle; thence south 22 degrees 20 minutes 17 seconds west 124.37 feet to a point in the northerly face of the concrete piers of the Harvard-Denison Viaduct, which last mentioned point is south 67 degrees 39 minutes 43 seconds east 200.00 feet from the most southerly point on the westerly established dock line of the Cuyahoga River.
(Ord. No. 1598-69. Passed 10-13-69, eff. 10-16-69)

575.99     Penalty

Whoever violates Sections 575.01, 575.02 or 575.03 shall be fined not less than ten dollars ($10.00) nor more than fifty dollars ($50.00).