ORDINANCE NO. 250982
title
Sponsor: Director of General Services Department
Authorizing the Director of General Services to execute a General Warranty Deed to the Missouri Highways and Transportation Commission for the dedication of permanent right-of-way and a temporary construction easement along the south right-of-way line of I-70 where it adjoins E US 40 Highway.
body
WHEREAS, Missouri Highways and Transportation Commission plans to make certain improvements to I-70 in Kansas City, Jackson County, Missouri through MoDOT Job Number J4I1486D; and
WHEREAS, the City owns that certain real property generally located along the south right-of-way line of I-70 where it adjoins E US 40 Highway, commonly known as 6403 E US 40 Highway; and
WHEREAS, the State of Missouri by and through the Missouri Highways and Transportation Commission has requested a portion of said property for the dedication of right-of-way and temporary construction easement for said improvements; NOW, THEREFORE,
BE IT ORDAINED BY THE COUNCIL OF KANSAS CITY:
Section 1. That the Director of the General Services Department is authorized to execute the General Warranty Deed, attached hereto in substantial form, conveying permanent right-of-way and a temporary construction easement for I-70 improvements, legally described as follows:
RIGHT OF WAY ACQUISITION:
TRACT MAP NO. 615
CITY OF KANSAS
CITY PARCEL NO. 28-730-02-02-01-0-00-000
All that part within the South half of Section 13, Township 49 North, Range 33 West in the City of Kansas City, Jackson County, Missouri, being more particularly described as follows:
Note: Stations shown in the following description are based on the centerline of Interstate 70 as now established under MoDOT project No. J4I1486D.
COMMENCING at the Northwest corner of the Southwest quarter of said Section 13, said corner being 569.24 feet right of centerline station 277+97.82; thence South 87°53’46” East, on the North line of said Southwest quarter, a distance of 2092.65 feet to a point 50.00 feet North of the Northeast corner of LOT 1, BLOCK 26, EAST CENTER, a subdivision of land in the City of Kansas City, Jackson County, Missouri according to the recorded plat thereof, point being 262.97 feet left of centerline station 256+66.88; thence South 02°12’11” West, on the prolongation of and the East line of said EAST CENTER subdivision, a distance of 580.53 feet, to a point 247.36 feet right of centerline station 259+43.61; thence South 87°47’49” East, departing said East subdivision line, a distance of 270.95 feet to the POINT OF BEGINNING, said point being on the Southwesterly boundary line of INTERSTATE 70, as now established, point being 118.21 feet right of centerline station 261+81.80; thence North 75°40’19” East, on said Southwesterly line, a distance of 25.75 feet, to a point 100.00 feet right of centerline station 262+00.00; thence South 59°19’41” East, on said Southwesterly line a distance of 260.00 feet, to a point 100.00 feet right of centerline station 264+60.00; thence South 30°40’19” West, departing said Southwesterly line, a distance of 7.08 feet, to a point 107.08 feet right of centerline station 264+60.00; thence North 61°37’07” West, a distance of 278.43 feet to the POINT OF BEGINNING, containing 3,351.9 square feet, more or less. The centerline alignment of INTERSTATE 70 as now established under MODOT Project No. J411486D, designed by HNTB is described as follows:
COMMENCING at the Southwest corner of the Southwest Quarter of Section 4, Township 49 North, Range 33 West, thence North 02°08’06” East, along the West line of said Section 4, a distance of 1494.92 feet; thence South 87°43’39” East, departing said West line, a distance of 1442.95 feet, to centerline station 73+95.71 and the POINT OF BEGINNING; thence continuing South 87°43’39” East 2909.82 feet to a point of curvature at station 103+05.53; thence Northeasterly on a curve to the left having a radius of 1637.02 feet, a central angle of 24°03’52.4” and an arc length of 687.56 feet to station 109+93.09; thence North 68°12’28” East, a distance of 250.18 feet to a point on the East line of said Section 4 at station 112+43.26, point being North 02°15’27” East, 1760.41 feet of the Southeast corner of the Southeast Quarter of said Section 4; thence continuing North 68°12’28” East, a distance of 277.73 feet to a point of curvature at equation station 115+21.00 ’ac” equals station 414+25.36 ahead; thence Northeasterly on a curve to the right having a radius of 1732.00 feet, a central angle of 22°14’40.4” and an arc length of 672.43 to a point of compound curvature at station 420+97.79; thence Northeasterly and Southeasterly on a curve to the right having a radius of 1400.00 feet, a central angle of 72°45’36.2” and an arc length of 1777.86 ft to station 438+75.65; thence South 16°47’15” East, a distance of 1156.69 feet to a point on the South line of the Southeast Quarter of Section 3, Township 49 North, Range 33 West at station 450+32.35, said point being South 87°18’01” East, 31.19 feet of the Southwest corner of the Southeast Quarter of said Section 3; thence continuing South 16°47’15” East, a distance of 787.07 feet to a point of curvature at station 458+19.42; thence Southeasterly on a curve to the right having a radius of 3425.00 feet, a central angle of 4°58’27.5” and an arc length of 297.35 to o point of compound curvature at station 268+83.38; thence Southeasterly on a curve to the right having a radius of 2864.79 feet, a central angle of 01°39’52.7” and an arc length of 83.23 feet to equation station 462+00.00 back equals station 162+00.00 ahead; thence continuing Southeasterly and Southwesterly on a curve to the right having a radius of 2864.79 feet, a central angle of 11°29’20.6” and an arc length of 574.45 feet to station 167+74.45; thence South 01°20’26” West, a distance of 921.23 feet to a point of curvature at station 176+95.68; thence Southwesterly on a curve to the left having a radius of 2864.79 feet, a central angle of 00°48’12.4” and an arc length of 40.17 feet to a point on the South line of the Northeast Quarter of Section 10, Township 49 North, Range 33 West at station 177+35.85, said point being South 87°32’30” East, 475.83 feet of the Southwest corner of the Northeast Quarter of said Section 10; thence continuing Southwesterly and Southeasterly on a curve to the left having a radius of 2864.79 feet, a central angle of 03°29’26.0” and an arc length of 174.53 feet to a point of compound curvature at station 179+10.38; thence Southeasterly on a curve to the left having a radius of 1432.39 feet, a central angle of 22°01’59.5” and an arc length of 550.83 feet to a point of compound curvature at station 184+61.21; thence Southeasterly on a curve to the left having a radius of 2864.79 feet, a central angle of 02°00’00.0” and an arc length of 213.79 feet to station 186+75.00; thence South 29°15’45” East, a distance of 1642.22 feet to a equation station 203+17.23 back equals station 603+17.23 ahead; thence continuing South 29°15’45” East, a distance of 125.24 feet to a point of curvature at station 604+42.47; thence Southeasterly on a curve to the right having a radius of 9500.00 feet, a central angle of 00°36'11.2" and an arc length of 291.95 feet, to a point on the South line of the Southeast Quarter of said Section 10 at station 607+34.42, point being North 87°35’47” West, 797.70 feet of the Southeast corner of the Southeast Quarter of said Section 10; thence continuing on a curve to the right having a radius of 9500.00 feet, a central angle of 00°36’11.2” and an arc length of 327.44 feet to station 610+61.86; thence South 25°31’37” East, a distance of 498.19 feet to a point of curvature at station 615+60.05; thence Southeasterly on a curve to the left having a radius of 1105.00 feet, a central angle of 31°02’49.7” and an arc length of 598.77 feet, to a point on the East line of the Northeast Quarter of Section 15, Township 49 North, Range 33 West at station 621+58.82, point being South 02°21’54” West, 1156.12 feet of the Northeast corner of the Northeast corner of said Section 15; thence continuing Southeasterly on a curve to the left having a radius of 1105.00 feet, central angle of 31°31’28.4” and an arc length of 607.98 feet to station 627+66.80; thence South 88°05’55” East, a distance of 528.37 feet to equation station 632+95.17 back equals 234+51.46 ahead; thence continuing South 88°05’55” East, a distance of 422.37 feet to a point of curvature at station 238+73.83; thence Southeasterly on a curve to the right having a radius of 3819.72 feet, a central angle of 13°05’12.0” and an arc length of 872.44 feet to station 247+46.27; thence South 75°00’43” East, a distance of 2920.90 feet to а point on the East line of the Northeast Quarter of Section 14, Township 49 North, Range 33 West at station 276+67.12, point being North 02°03’24” East, 584.05 feet of the Southeast Corner of the Northeast Quarter of said Section 14; thence continuing South 75°00’43” East, a distance of 437.78 feet to a point of curvature at station 281+04.95; thence Southeasterly on a curve to the right having a radius of 2864.79 feet, a central angle of 15°41’02.2” and an arc length of 784.20 feet to equation station 288+89.15 back equals station 247+45.27 ahead; thence South 59°19’41” East, a distance of 7249.22 feet, to station 319+94.49, point being South 80°45’19” East, a distance of 4955.55 feet of Southeast corner of the Southwest Quarter of Section 13, Township 49 North, Range 33 West and the POINT OF TERMINATION.
TEMPORARY CONSTRUCTION EASEMENT:
TRACT MAP NO. 615
CITY OF KANSAS CITY
PARCEL NO. 28-730-02-02-01-0-00-000
All that part within the South half of Section 13, Township 49 North, Range 33 West in the City of Kansas City, Jackson County, Missouri, being more particularly described as follows:
Note: Stations shown in the following description are based on the centerline of Interstate 70 as now established under MoDOT project No. J4I1486D.
COMMENCING at the Northwest corner of the Southwest quarter of said Section 13, said corner being 569.24 feet right of centerline station 277+97.82; thence South 87°53'46" East, on the North line of said Southwest quarter, a distance of 2092.65 feet to a point 50.00 feet North of the Northeast corner of LOT 1, BLOCK 26, EAST CENTER, a subdivision of land in the City of Kansas City, Jackson County, Missouri according to the recorded plat thereof, point being 262.97 feet left of centerline station 256+66.88; thence South 02°12'11" West, on the prolongation of and the East line of said EAST CENTER subdivision, a distance of 580.53 feet, to a point 247.36 feet right of centerline station 259+43.61; thence South 87°47'49" East, departing said East subdivision line, a distance of 270.95 feet to the POINT OF BEGINNING, said point being 118.21 feet right of centerline station 261+81.80; thence South 61°37'07" East, a distance of 278.43 feet, to a point 107.08 feet right of centerline station 264+60.00; thence North 30°40'19" East, a distance of 7.08 feet to a point on the Southwesterly boundary line of INTERSTATE 70, as now established, said point being 100.00 feet right of centerline station 264+60.00; thence South 59°19'41" East, on said Southwesterly line, a distance of 46.29 feet, to a point 100.00 feet right of centerline station 265+06.29; thence South 36°03'07" West, departing said Southwesterly line, a distance of 67.80 feet, to a point 167.50 feet right of centerline station 264+99.93; thence North 58°56'09" West, a distance of 364.94 feet to a point on said Southwesterly boundary line of INTERSTATE 70, said point 165.00 feet right of centerline station 261+35.00; thence North 75°40'19" East, on said Southwesterly line, a distance of 66.18 feet to the POINT OF BEGINNING, containing 18,927.6 square feet, more or less. The centerline alignment of INTERSTATE 70 as now established under MODOT Project No. J411486D, designed by HNTB is described as follows: COMMENCING at the Southwest corner of the Southwest Quarter of Section 4, Township 49 North, Range 33 West, thence North 02°08'06" East, along the West line of said Section 4, a distance of 1494.92 feet; thence South 87°43'39" East, departing said West line, a distance of 1442.95 feet, to centerline station 73+95.71 and the POINT OF BEGINNING; thence continuing South 87°43'39" East 2909.82 feet to a point of curvature at station 103+05.53; thence Northeasterly on a curve to the left having a radius of 1637.02 feet, a central angle of 24°03'52.4" and an arc length of 687.56 feet to station 109+93.09; thence North 68°12'28" East, a distance of 250.18 feet to a point on the East line of said Section 4 at station 112+43.26, point being North 02°15'27" East, 1760.41 feet of the Southeast corner of the Southeast Quarter of said Section 4; thence continuing North 68°12'28" East, a distance of 277.73 feet to a point of curvature at equation station 115+21.00 back equals station 414+25.36 ahead; thence Northeasterly on a curve to the right having a radius of 1732.00 feet, a central angle of 22°14'40.4" and an arc length of 672.43 to a point of compound curvature at station 420+97.79; thence Northeasterly and Southeasterly on a curve to the right having a radius of 1400.00 feet, a central angle of 72°45'36.2" and an arc length of 1777.86 ft to station 438+75.65; thence South 16°47'15" East, a distance of 1156.69 feet to a point on the South line of the Southeast Quarter of Section 3, Township 49 North, Range 33 West at station 450+32.35, said point being South 87°18'01" East, 31.19 feet of the Southwest corner of the Southeast Quarter of said Section 3; thence continuing South 16°47'15" East, a distance of 787.07 feet to a point of curvature at station 458+19.42; thence Southeasterly on a curve to the right having a radius of 3425.00 feet, a central angle of 4°58'27.5* and an arc length of 297.35 to o point of compound curvature at station 268+83.38; thence Southeasterly on a curve to the right having a radius of 2864.79 feet, a central angle of 01°39'52.7" and an arc length of 83.23 feet to equation station 462+00.00 back equals station 162+00.00 ahead; thence continuing Southeasterly and Southwesterly on a curve to the right having a radius of 2864.79 feet, a central angle of 11°29'20.6" and an arc length of 574.45 feet to station 167+74.45; thence South 01°20'26” West, a distance of 921.23 feet to a point of curvature at station 176+95.68; thence Southwesterly on a curve to the left having a radius of 2864.79 feet, a central angle of 00°48'12.4" and an arc length of 40.17 feet to a point on the South line of the Northeast Quarter of Section 10, Township 49 North, Range 33 West at station 177+35.85, said point being South 87°32'30" East, 475.83 feet of the Southwest corner of the Northeast Quarter of said Section 10; thence continuing Southwesterly and Southeasterly on a curve to the left having a radius of 2864.79 feet, a central angle of 03°29'26.0" and an arc length of 174.53 feet to a point of compound curvature at station 179+10.38; thence Southeasterly on a curve to the left having a radius of 1432.39 feet, a central angle of 22°01'59.5" and an arc length of 550.83 feet to a point of compound curvature at station 184+61.21; thence Southeasterly on a curve to the left having a radius of 2864.79 feet, a central angle of 02°00'00.0" and an arc length of 213.79 feet to station 186+75.00; thence South 29°15'45" East, a distance of 1642.22 feet to equation station 203+17.23 back equals station 603+17.23 ahead; thence continuing South 29°15'45" East, a distance of 125.24 feet to a point of curvature at station 604+42.47; thence Southeasterly on a curve to the right having a radius of 9500.00 feet, a central angle of 00°36'11.2" and an arc length of 291.95 feet, to a point on the South line of the Southeast Quarter of said Section 10 at station 607+34.42, point being North 87°35'47" West, 797.70 feet of the Southeast corner of the Southeast Quarter of said Section 10; thence continuing on a curve to the right having a radius of 9500.00 feet, a central angle of 00°36'11.2" and an arc length of 327.44 feet to station 610+61.86; thence South 25°31'37" East, a distance of 498.19 feet to a point of curvature at station 615+60.05; thence Southeasterly on a curve to the left having a radius of 1105.00 feet, a central angle of 31°02'49.7" and an arc length of 598.77 feet, to a point on the East line of the Northeast Quarter of Section 15, Township 49 North, Range 33 West at station 621+58.82, point being South 02°21'54" West, 1156.12 feet of the Northeast corner of the Northeast corner of said Section 15; thence continuing Southeasterly on a curve to the left having a radius of 1105.00 feet, a central angle of 31°31'28.4" and an arc length of 607.98 feet to station 627+66.80; thence South 88°05'55" East, a distance of 528.37 feet to equation station 632+95.17 back equals 234+51.46 ahead; thence continuing South 88°05'55" East, a distance of 422.37 feet to a point of curvature at station 238+73.83; thence Southeasterly on a curve to the right having a radius of 3819.72 feet, a central angle of 13°05'12.0" and an arc length of 872.44 feet to station 247+46.27; thence South 75°00'43" East, a distance of 2920.90 feet to a point on the East line of the Northeast Quarter of Section 14, Township 49 North, Range 33 West at station 276+67.12, point being North 02°03'24" East, 584.05 feet of the Southeast Corner of the Northeast Quarter of said Section 14; thence continuing South 75°00'43" East, a distance of 437.78 feet to a point of curvature at station 281+04.95; thence Southeasterly on a curve to the right having a radius of 2864.79 feet, a central angle of 15°41'02.2" and an arc length of 784.20 feet to equation station 288+89.15 back equals station 247+45.27 ahead; thence South 59°19'41" East, a distance of 7249.22 feet, to station 319+94.49, point being South 80°45'19" East, a distance of 4955.55 feet of Southeast corner of the Southwest Quarter of Section 13, Township 49 North, Range 33 West and the POINT OF TERMINATION.
end
______________________________________________________
Approved as to form:
______________________________
Abigail Judah
Assistant City Attorney