ORDINANCE NO. 100317

Declaring it necessary to change and reestablish the grades of, and the relocation, opening, establishing and dedicating of street right of way on N.E. 96th Street (Shoal Creek Parkway), all in Kansas City, Clay County, Missouri; and directing the City Clerk to cause a notice to be published as provided for herein.

WHEREAS, the Council finds that for the public good it is necessary that the grades on N.E. 96th Street which when construction is complete will become Shoal Creek Parkway; and

WHEREAS, the Council further finds that for the public good it is necessary to relocate, open, establish and dedicate street right of way on Shoal Creek Parkway, all in Kansas City, Clay County, Missouri; and

WHEREAS, the Council further finds the Director of Public Works, as evidenced by his issuing a Declaration of Necessity, No. 5489, adopted and entered on March 24, 2010, has caused the plans and specifications for Project No. 70102358 - Street and Storm Water Improvements to Shoal Creek Parkway to be prepared; NOW, THEREFORE,

BE IT ORDAINED BY THE COUNCIL OF KANSAS CITY:

Section 1. That the Council finds and declares it necessary to establish said grades on Shoal Creek Parkway, currently known as N.E. 96th Street, all in Kansas City, Clay County, Missouri, with the following described centerline as follows, to wit:

Commencing at the Northwest corner of the Northwest Quarter of Section 4, Township 51 North, Range 32 West of the 5th Principal Meridian in the City of Kansas City, Clay County, Missouri; thence easterly along the North line of the aforementioned Section 4 along a bearing of North 89 degrees 15 minutes 29 seconds East , a distance of 519.78 feet to a point; thence Northerly along a bearing of North 00 degrees 44 minutes 31 seconds East, a distance of 92.31 feet to a point on the eastbound centerline of the proposed Shoal Creek Parkway, said point being a Point on Tangent and the Point Of Beginning and Station 108+00; thence North 85 degrees 41 minutes 52 seconds East a distance of 437.93 feet to a Point of Curvature stationed 112+37.93, thence along a curve to the right with a radius of 1,300 feet a distance of 438.41 feet and which said curve has a Point of Inflection at station 114+59.23 and a deflection angle of 19 degrees 19 minutes 20 seconds right to a Point on Tangent stationed 116+76.33, thence South 74 degrees 58 minutes 48 seconds East a distance of 135.16 feet to a Point of Curvature stationed 118+11.49, thence along a curve to the left with a radius of 2,000 feet a distance of 496.32 feet and which said curve has a Point of Inflection at station 120+60.93 and a deflection angle of 14 degrees 13 minutes 07 seconds left to a Point on Tangent stationed 123+07.81, thence South 89 degrees 11 minutes 55 seconds East a distance of 2,056.07 feet to a Point of Curvature stationed 143+63.88, thence along a curve with a radius of 15,013.22 feet a distance of 941.37 feet and which said curve has a Point of Inflection at station 148+34.71 and a deflection angle of 03 degrees 35 minutes 33 seconds left to a Point of compound Curvature stationed 153+05.25, thence along a curve having an Initial Tangent Bearing of North 87 degrees 12 minutes 32 seconds East with a radius of 160.05 feet a distance of 152.65 feet and which said curve has a Point of Inflection at station 153+87.93 and a deflection angle of 54 degrees 38 minutes 41 seconds right to a Point of compound Curvature stationed 154+57.89, thence along a curve having an Initial Tangent Bearing of South 38 degrees 14 minutes 53 seconds East with a radius of 100.95 feet a distance of 159.82 feet and which said curve has a Point of Inflection at station 155+60.10 and a deflection angle of 90 degrees 42 minutes 42 seconds left to a Point of compound Curvature stationed 156+17.82, thence along a curve having an Initial Tangent Bearing of North 51 degrees 08 minutes 30 seconds East with a radius of 212.10 feet a distance of 154.27 feet and which said curve has a Point of Inflection at station 156+98.54 and a deflection angle of 41 degrees 40 minutes 21 seconds left to a Point of compound Curvature stationed 157+72.08, thence along a curve having an Initial Tangent Bearing of North 87 degrees 11 minutes 27 seconds West with a radius of 812.00 feet a distance of 172.68 feet and which said curve has a Point of Inflection at station 158+58.75 and a deflection angle of 12 degrees 11 minutes 04 seconds right to a Point of compound Curvature stationed 159+44.82, thence along a curve having an Initial Tangent Bearing of South 75 degrees 00 minutes 04 seconds East with a radius of 1,806.93 feet a distance of 284.73 feet and which said curve has a Point of Inflection at station 160+87.48 and a deflection angle of 09 degrees 01 minutes 42 seconds right to a Point of compound Curvature stationed 162+29.55, thence along a curve having an Initial Tangent Bearing of North 65 degrees 58 minutes 22 seconds West with a radius of 1,368.00 feet a distance of 176.70 feet and which said curve has a Point of Inflection at station 163+45.74 and a deflection angle of 09 degrees 42 minutes 33 seconds right to a Point of Curvature Stationed 164+06.25 and said Point being located on the existing eastbound centerline of Shoal Creek Parkway and said Point being South 75 degrees 51 minutes 59 seconds East and a distance of 826.59 feet from the Northwest Corner of the Northwest Quarter of Section 3, Township 51 North, Range 32 West.

Section 2. That the Council hereby directs that the City Clerk cause a notice of said grade changes to be published in the newspaper doing the city printing, on each day of issue of said newspaper for a period of ten (10) days, starting on or about the date following the passage of this ordinance,and providing a period of thirty (30) days for remonstrance starting the same day as the first day of the publication.

Section 3. That said grade changes shall be of the nature described and specified in, and shall be done in accordance with the plans and specifications prepared under the supervision of the Director of Parks and Recreation and identified as Project No. 70102358, Shoal Creek Parkway, the same being on file in the Office of the Director of Parks and Recreation and being incorporated herein by reference.

Section 4. That the width of the right of way of Shoal Creek Parkway, as shown on the plans described in Section 3 of this ordinance, are hereby relocated, opened, established and dedicated as shown on said plans.

Section 5. That changing and reestablishing grades on N.E. 96th Street also known as Shoal Creek Parkway, from a point 306.52 feet east of the centerline of I-435 to a point 5,912.77 feet east of I-435, said point being near the existing N.E. 96th Street – Shoal Creek Parkway roundabout, is hereby authorized to commence when this ordinance becomes effective, and shall be built in accordance with the plans and specifications as described in Section 3 of this ordinance; locating and defining the grade points of said streets on the proposed project baseline stationing as found on said plans, said grade points being connected by straight grades (tangents) or vertical curves between such grade points, the elevations of which are herein given below in feet (NAVD88 directrix), along with other pertinent alignments data, to-wit:

Shoal Creek Parkway – Eastbound Lanes (Project No. 70102358):

Station Elevation

102+75 POT 931.50

Sta. 104+93.48 Eastbound Base line NE 96th Street (Shoal Creek Parkway) =

Centerline of I-435.

107+97.15 PVC 923.65

109+97.15 PVI 920.64

111+97.15 PVT 910.63

Except that the grade planes meeting at Sta. 109+97.15

shall be connected by a vertical curve of 400 feet in length.

117+60 PVC 882.46

120+10 PVI 869.95

122+60 PVT 872.45

Except that the grade planes meeting at Sta. 120+10

shall be connected by a vertical curve of 500 feet in length.

122+95 PVC 872.80

124+20 PVI 874.05

125+45 PVT 872.80

Except that the grade planes meeting at Sta. 124+20

shall be connected by a vertical curve of 250 feet in length.

127+75 PVC 870.50

130+47.43 PVI 867.78

133+19.86 PVT 878.27

Except that the grade planes meeting at Sta. 130+47.43

shall be connected by a vertical curve of 544.86 feet in length.

138+50 PVC 898.68

139+75 PVI 903.49

141+00 PVT 906.47

Except that the grade planes meeting at Sta. 139+75

shall be connected by a vertical curve of 250 feet in length.

143+50 PVC 912.43

145+00 PVI 916.00

146+50 PVT 922.37

Except that the grade planes meeting at Sta. 145+00

shall be connected by a vertical curve of 300 feet in length.

150+01.31 PVC 937.29

151+76.31 PVI 944.72

153+51.31 PVT 946.47

Except that the grade planes meeting at Sta. 151+76.31

shall be connected by a vertical curve of 350 feet in length.

157+35 PVC 950.33

159+85 PVI 952.84

162+35 PVT 945.51

Except that the grade planes meeting at Sta. 159+85

shall be connected by a vertical curve of 500 feet in length.

164+06.25 POT 940.49

Where the grade line matches the existing pavement on

Shoal Creek Parkway which was constructed under

Project No. 70052303.

Sta. 164+06.25 Eastbound Base line NE 96th Street (Shoal Creek Parkway) =

Sta. 54+19.52 Southbound Base Line project 70052303.

Section 6. That this ordinance shall become effective as provided in Section 88.917, RSMo.

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Approved as to form and legality:

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Brian Rabineau

Assistant City Attorney