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Legislation #: 180069 Introduction Date: 2/8/2018
Type: Ordinance Effective Date: none
Sponsor: None
Title: Declaring it necessary to change and re-establish the grades and relocate portions of N. Brighton Avenue, N.E. 59th Terrace, N.E. 60th Terrace, Shady Lane (South), Shady Lane (North), N.E. 62nd Street (East), N.E. 62nd Street (West), N.E. 63rd Street, N.E. 65th Terrace, and N.E. Pleasant Valley Road, as well as to open, establish and dedicate Street Right of Way for Project No. 89020217, “North Brighton Avenue Improvement Project - 58th St to Pleasant Valley Road”, in Kansas City, Clay County, Missouri; and directing the City Clerk to cause a notice to be published as provided for herein; and directing the City Clerk to cause this ordinance to be recorded in the Office of the Recorder of Deeds for Kansas City, Clay County, Missouri.

Legislation History
DateMinutesDescription
1/31/2018 Filed by the Clerk's office
2/8/2018 Referred to Transportation & Infrastructure Committee
2/15/2018 Advance and Do Pass, Debate
2/15/2018 Passed

View Attachments
FileTypeSizeDescription
180069 Rcrd Info.pdf Recorded Info 858K Recorded Info
Grd Chng Res Fact Sheet 89020217 N Brightn Ave Imprvmnt Proj.xlsx Fact Sheet 23K N Brightn Ave Imprvmnt Proj Grd Chng Res Fact Sheet
N Brighton 58th St to Plsnt Vlly Rd Grd Chng Ord Air Photo.pdf Maps 1771K N Brighton 58th St to Plsnt Vlly Rd Grd Chng Ord Air Photo
N Brighton 58th St to Plsnt Vlly Rd Grd Chng Ord Map.pdf Maps 857K N Brighton 58th St to Plsnt Vlly Rd Grd Chng Ord Map

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ORDINANCE NO. 180069

 

Declaring it necessary to change and re-establish the grades and relocate portions of N. Brighton Avenue, N.E. 59th Terrace, N.E. 60th Terrace, Shady Lane (South), Shady Lane (North), N.E. 62nd Street (East), N.E. 62nd Street (West), N.E. 63rd Street, N.E. 65th Terrace, and N.E. Pleasant Valley Road, as well as to open, establish and dedicate Street Right of Way for Project No. 89020217, “North Brighton Avenue Improvement Project - 58th St to Pleasant Valley Road”, in Kansas City, Clay County, Missouri; and directing the City Clerk to cause a notice to be published as provided for herein; and directing the City Clerk to cause this ordinance to be recorded in the Office of the Recorder of Deeds for Kansas City, Clay County, Missouri.

 

WHEREAS, the Council finds that for the public good it is necessary that the grades on N. Brighton Avenue, from N.E. 58th Street, north, to Pleasant Valley Road, and on N.E. 59th Terrace, N.E. 60th Terrace, Shady Lane (South), Shady Lane (North), N.E. 62nd Street (East), N.E. 62nd Street (West), N.E. 63rd Street, N.E. 65th Terrace, and N.E. Pleasant Valley Road, all in Kansas City, Clay County, Missouri, be changed and re-established; and

 

WHEREAS, the Council further finds that for the public good it is necessary to relocate, open, establish, and dedicate Street Right of Way for Project No. 89020217, “North Brighton Avenue Improvement Project - 58th St to Pleasant Valley Road”, all in Kansas City, Clay County, Missouri; NOW, THEREFORE,

BE IT ORDAINED BY THE COUNCIL OF KANSAS CITY:

Section 1. That finding it necessary to change and re-establish grades on and relocate portions of N. Brighton Avenue, in the area between N.E. 58th Street and Pleasant Valley Road, all being in Kansas City, Clay County, Missouri, the Council hereby directs that the City Clerk cause a notice of said grade changes to be published in the newspaper doing the City’s 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 2. 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 and certified by the City Engineer under the supervision of the Director of Public Works and identified as KCMO Project No. 89020217, “North Brighton Avenue Improvement Project - 58th St to Pleasant Valley Road”, the same being on file in the Office of the Director of Public Works and being incorporated herein by reference.

 

Section 3. That the width and location of the Right of Way of Project No. 89020217, “North Brighton Avenue Improvement Project - 58th St to Pleasant Valley Road”, all being in Kansas City, Clay County, Missouri, as shown on the plans described in Section 2 of this ordinance, are hereby relocated, opened, established and dedicated as shown on said plans.

Section 4. That the establishing of the grade, width and location of the Right of Way 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 2 of this ordinance; locating and defining the grade points of said street on the proposed project centerline stationing, as found on said plans, said centerline being described by project coordinates, control points, and stationing; 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 (NAVD 1988), along with other pertinent control data as found on the cover sheet of said plans and shown as follows:

 

Horizontal Control

 

KC Metro Control Station CL-16

State Plane Coordinates:

N 336595.455 M

E 848187.391 M

Elev. = 272.4 M

 

1 Meter = 3.28083333 U.S. Survey Feet

Grid Factor = 0.9999036

Project Coordinates = State Plane Coordinates/Grid Factor

 

KC Metro Control Station CL-16

Project Coordinates:

N 1,104,420.054

E 2,783,029.747

ELEV. = 893.70

 

Vertical Control/Project Benchmarks

 

KCMO Benchmark: TBM No. 13 - Elevation = 824.10

A “Chiseled Square K.C. at the northernmost corner of a concrete retaining wall at the NE corner of the bridge on North Brighton, over Rock Creek. (KCMO benchmark index No. 660, supplied by the City of Kansas City, Missouri) NAVD 88.”

 

KCMO Benchmark: No. 487 - Elevation = 913.36

A “Chiseled Square K.C. on the southeast corner of a 4 ft. x 5 ft. concrete field basin located on the South side of Vivion Road approximately 100 ft. +/- West of N. Brighton Avenue. (KCMO benchmark index No. 487, supplied by the City of Kansas City, Missouri) NAVD 88.

 

All grade points are on the new centerline of North Brighton Avenue, as herein described, and as found in said plans in the Office of the Director of Public Works, and are described as follows:

 


Centerline of N. Brighton Avenue:

 

Beginning at a Point on the Project Centerline of North Brighton Avenue at Centerline Station 90+10.84/Control Point (CP) 15, said point being on the West Line of the SE 1/4 of Sec 29 - T51N - R32W, a distance of 1,234.42 feet South of the Center of Sec 29 - T51N - R32W, Centerline Station 90+10.84/Control Point (CP) 15 being Project Coordinates (PC) N 1104225.34, E 2783006.87;

 

Thence N 00 degrees 08 minutes 04 seconds E, a distance of 346.66 feet to a point, said point being Station 93+57.50 BK = 93+57.73 AH/CP17,

 

PC N 1104572.00, E 2783007.68;

 

Thence continuing N 00 degrees 08 minutes 04 seconds E, a distance of 662.20 feet to a point on North Brighton Ave. centerline station 100+19.70, said point being the intersection of the centerlines of North Brighton Ave. and N.E. 59th Terrace,

 

PC N 1005233.97, E 2783009.23;

 

Thence continuing N 00 degrees 08 minutes 04 seconds E, a distance of 225.56 feet to the PI Station 102+45.26, said station being the Center of Sec 29 - T51N - R32W,

PC N 1105459.53, E 2783009.76;

 

Thence N 00 degrees 08 minutes 37 seconds E, a distance of 579.43 feet to a point on North Brighton Ave. centerline station 108+24.69, said point being the intersection of the centerlines of North Brighton Ave. and Shady Lane (South),

 

PC N 1106038.96, E 2783011.21;

 

Thence continuing N 00 degrees 08 minutes 37 seconds E, a distance of 20.57 feet to a point on North Brighton Ave. centerline station 108+45.26, said point being the intersection of the centerlines of North Brighton Ave., Shady Lane, and N.E. 60th Terrace,

 

PC N 1106059.53, E 2783011.27;

 

Thence continuing N 00 degrees 08 minutes 37 seconds E, a distance of 18.47 feet to a point on North Brighton Ave. centerline station 108+63.73, said point being the intersection of the centerlines of North Brighton Ave. and Shady Lane (North),

 

PC N 1106078.00, E 2783011.31;

 

Thence continuing N 00 degrees 08 minutes 37 seconds E, a distance of 704.27 feet to a point on North Brighton Ave. centerline station 115+68.00, said point being the intersection of the centerlines of North Brighton Ave. and N.E. 62nd Street (East),

 

PC N 1106782.27, E 2783013.08;

 

Thence continuing N 00 degrees 08 minutes 37 seconds E, a distance of 2.00 feet to a point on North Brighton Ave. centerline station 115+70.00, said point being the intersection of the centerlines of North Brighton Ave. and N.E. 62nd Street (West),

 

PC N 1106784.27, E 2783013.08;

 

Thence continuing N 00 degrees 08 minutes 37 seconds E, a distance of 811.46 feet to a point on North Brighton Ave. centerline station 123+81.46, said point being the intersection of the centerlines of North Brighton Ave. and N.E. 63rd Street,

 

PC N 1107595.72, E 2783015.11;

 

Thence continuing N 00 degrees 08 minutes 37 seconds E, a distance of 484.39 feet to PI Station 128+65.85, said station being the North 1/4 Corner of Sec 29 - T51N - R32W,

PC N 1108080.11, E 2783016.33;

 

Thence N 00 degrees 40 minutes 13 seconds E, a distance of 865.70 feet to a point on North Brighton Ave. centerline station 137+31.55, said point being the intersection of the centerlines of North Brighton Ave. and N.E. 65th Terrace,

 

PC N 1108945.75, E 2783026.45;

 

Thence continuing N 00 degrees 40 minutes 13 seconds E, a distance of 208.50 feet to PC Station 139+40.05,

 

PC N 1109154.24, E 2783028.89;

 

Thence, along a curve to the left, having a central angle of 12 degrees 05 minutes 06.73 seconds, a radius of 800.00 feet, and an arc length of 168.74 feet to the point of tangency at Station 141+08.79,

 

PC N 1109321.93, E 2783013.12;

 

Thence continuing N 11 degrees 24 minutes 54 seconds E, a distance of 69.72 feet to PC Station 141+78.51,

 

PC N 1109390.27, E 2782999.32;

 

Thence, along a curve to the right, having a central angle of 12 degrees 04 minutes 49.22 seconds, a radius of 800.00 feet, and an arc length of 168.67 feet to the point of tangency at Station 143+47.18,

 

PC N 1109557.89, E 2782983.55;

 

Thence continuing N 00 degrees 39 minutes 54.9998 seconds E, a distance of 599.05 feet to PI Station 149+46.24,

 

PC N 1110156.90, E 2782990.51;

 

Thence continuing N 00 degrees 39 minutes 54.9998 seconds E, a distance of 30.79 feet to centerline Station 149+77.03, said point being end of project.

 

PC N 1110187.90, E 2782990.87;

 

Street grades for N. Brighton Avenue:

 

Begin new profile at centerline Sta. 90+80.00, match grade as shown on plans.

 

STATION Slope ELEVATION

 

89+92.50 VPC +1.13 percent 887.41

91+75.00, VPI 889.47

93+57.50, VPT +4.44 percent 897.57

 

Length of vertical curve is 365 feet.

K=110

 

93+75.00, VPC +4.44 percent 898.35

98+53.00, VPI 919.57

100+19.89 = 20+00 N.E. 59th Terr. 915.06

103+31.00, VPT -1.04 percent 914.60

 

Length of vertical curve is 956 feet.

K=174

 

104+82.00, VPC -1.04 percent 913.03

106+32.00, VPI 911.47

107+82.00, VPC +1.01 percent 912.99

 

Length of vertical curve is 300 feet.

K=146

 

108+24.69 = 20+00 Shady Lane (South) 913.42

108+45.26 = 20+00 Shady Lane, and NE 60th Terr. 913.63

108+63.73 = 20+00 Shady Lane (North) 913.81

 

108+94.00, VPC +1.01 percent 914.12

114+82.00, VPI 920.06

115+68.00 = 20+00 N.E. 62nd St. (East) 907.68

115+70.00 = 12+50 N.E. 62nd St. (West) 907.62

120+70.00, VPT -5.85 percent 885.66

 

Length of vertical curve is 1,176 feet.

K=171

 

123+81.46 = 20+00 N.E. 63rd St. 867.44

128+80.50 VPC -5.85 percent 838.25

134+50.00, VPI 804.93

137+31.55 = 12+50 N.E. 65th Terr. 821.37

140+19.50 VPC +4.50 percent 830.56

 

Length of vertical curve is 1,139 feet.

K=110

 

140+74.70, VPI 833.04

142+17.55, VPC +4.50 percent 839.47

142+87.55, VPI 842.62

143+57.55 VPT +2.27percent 844.21

 

Length of vertical curve is 140 feet.

 

144+83.50, VPI 847.07

145+87.97, VPC -1.86 percent 845.13

146+12.97, VPI 844.66

146+39.97 VPT -1.25 percent 844.35

 

Length of vertical curve is 52 feet.

 

149+02.97 VPC -1.25 percent 841.04

150+02.97 VPI 839.79

151+02.97 VPT 2.82 percent 842.61

 

Length of vertical curve is 200.00 feet.

 

149+77.03 840.67 End of Project

152+52.44 841.79 Temp Surfacing, Match Exist

 

Width of the Right of Way based off of the new centerline of N. Brighton Avenue.

 


Feet Left Centerline Station Feet Right

90+80.00

97+89.44 55.00 RT

98+00.00 55.00 RT

99+00.00 55.00 RT

99+63.33 55.00 RT

(99+63.33 = PC with R=25.00 ft. and L = 41.47 ft. right)

99+88.24 82.10 RT

(99+88.24 = PT)

100+38.50 77.85 RT

(100+38.50 = PC with R=25.00 ft. and L = 37.11 ft. left)

100+63.41 55.00 RT

(100+63.41 = PT)

101+00.00 55.00 RT

102+00.00 55.00 RT

55.00 LT 102+45.26 55.00 RT

55.00 LT 103+00.00 55.00 RT

55.00 LT 104+00.00 55.00 RT

55.00 LT 105+00.00 55.00 RT

55.00 LT 106+00.00 55.00 RT

55.00 LT 106+69.97 55.00 RT

55.00 LT 107+00.00

55.00 LT 107+19.97 55.00 RT

55.00 LT 107+78.26

(107+78.26 = PC with R=25.00 ft. and L = 16.09 ft. left)

107+89.74 55.00 RT

(107+89.74 = PC with R=25.00 ft. and L = 32.63 ft. right)

80.00 LT 108+03.26

(108+03.26 = PT)

108+13.87 73.44 RT

(108+13.87 = PT)

110+05.72 55.00 RT

111+00.00 55.00 RT

112+00.00 55.00 RT

113+00.00 55.00 RT

114+00.00 55.00 RT

115+00.00 55.00 RT

115+35.94 55.00 RT

115+85.74 79.80 RT

(115+85.74 = PC with R=25.00 ft. and L = 39.01 ft. right)

116+10.74 55.00 RT

(116+10.74 = PT)

117+00.00 55.00 RT

117+59.95 55.00 RT

55.00 LT 117+61.90

55.00 LT 118+00.00 55.00 RT

55.00 LT 119+00.00 55.00 RT

55.00 LT 120+00.00 55.00 RT

55.00 LT 121+00.00 55.00 RT

55.00 LT 122+00.00 55.00 RT

55.00 LT 123+00.00 55.00 RT

55.00 LT 123+30.46 55.00 RT

(123+30.46 = PC with R=25.00 ft. and L = 39.47 ft. right)

55.00 LT 123+55.46 80.20 RT

(123+55.46 = PT)

55.00 LT 124+00.00

55.00 LT 124+05.46 79.39 RT

(124+05.46 = PC with R=25.00 ft. and L = 39.09 ft. left)

55.00 LT 124+30.49 54.59 RT

(124+30.49 = PT)

55.00 LT 125+00.00

55.00 LT 126+00.00

55.00 LT 127+00.00

55.00 LT 128+00.00

55.00 LT 129+00.00

55.00 LT 130+00.00

55.00 LT 131+00.00

55.00 LT 132+00.00

55.00 LT 132+30.23 55.00 RT

55.00 LT 133+00.00 55.00 RT

55.00 LT 134+00.00 55.00 RT

55.00 LT 135+00.00 55.00 RT

55.00 LT 136+00.00 55.00 RT

55.00 LT 136+81.88 55.00 RT

(136+81.88 = PC with R=25.00 ft. and L = 38.44 ft. left)

79.17 LT 137+06.87 55.00 RT

(137+06.87 = PT)

81.00 LT 137+56.97 55.00 RT

(137+56.97 = PC with R=25.00 ft. and L = 40.27 ft. right)

55.00 LT 137+81.95 55.00 RT

(137+81.95 = PT)

55.00 LT 138+00.00 55.00 RT

55.00 LT 139+00.00 55.00 RT

55.00 LT 140+00.00 55.00 RT

55.00 LT 141+00.00 55.00 RT

55.00 LT 141+14.26 55.00 RT

141+37.58 55.00 RT

55.00 LT 141+65.36

55.00 LT 142+00.00

55.00 LT 143+00.00

55.00 LT 144+00.00

55.00 LT 144+40.80

(144+40.80 = PC with R=15.00 ft. and L = 21.89 ft. left)

68.21 LT 144+55.80

(144+55.80 = PT)

 

Centerline of N.E. 59th Terrace:

 

Point of Beginning for the centerline of N.E. 59th Terrace is the shared point of Station 100+19.70 of the new centerline of North Brighton Avenue and Station 20+00.00 of the Centerline of N.E. 59th Terrace (PC N 1005233.97 E 2783009.23);

 

Thence S 84 degrees 43 minutes 53.00 seconds E, a distance of 190.00 feet to a point at Station 21+90.00 (PC N 1105216.53, E 2783198.43) where said point is match existing grade and elevation, and is the end of project for N.E. 59th Terrace.

 

Street grades N.E. 59th Terrace:

 

Begin grade at the new centerline of North Brighton Avenue, Station 100+19.70, said point being Station 20+00.00 for the centerline of N.E. 59th Terrace (PC N 1005233.97 E 2783009.23).

 

STATION Slope ELEVATION

 

20+00.00 -2.00 percent 915.06

20+39.00, VPI 914.28

20+50.00, VPC -2.00 percent 914.50

21+20.00, VPI 915.90

21+90.00, VPT -5.66 percent 911.94

 

Length of vertical curve is 140 feet.

K=18

21+90.00 Match Existing 911.94

End of Project for N.E. 59th Terr.

(PC N 1105216.53, E 2783198.43).

 

Width of the Right of Way based off of the new centerline of N.E. 59th Terrace.

 

Feet Left Centerline Station Feet Right

No Change 20+00.00 No Change

No Change 21+00.00 No Change

No Change 21+93.00 No Change

 

Centerline of Shady Lane (South and North)

 

Point of Beginning for the centerline of Shady Lane is the shared point of Station 108+45.26, of the new centerline of North Brighton Avenue, and Station 20+00.00 of the Centerline of Shady Lane (PC N 1106059.53, E 2783011.27);

 

Thence N 89 degrees 51 minutes 23 seconds W, a distance of 210.00 feet to a point at Station 17+90.00 (PC N 1103030.05, E 2782801.27), and the end of project for Shady Lane.

 

Street grades Shady Lane (South):

 

Begin grade at the new centerline of North Brighton Avenue, Station 108+24.69, said point being Station 20+00.00 for the centerline of Shady Lane (South) (PC N 1106038.96, E 2783011.21).

 

STATION Slope ELEVATION

 

20+00.00 -2.00 percent 913.42

19+61.00, VPI 912.64

19+60.00, VPC -2.00 percent 912.87

19+30.00, VPI 913.57

19+00.00, VPT +3.00 percent 914.75

 

Length of vertical curve is 60 feet.

 

19+00.00, VPT +4.40 percent 914.75

18+78.00, VPI Match Existing 915.86

End of Project for Shady Lane (South).

(PC N 1106039.38, E 2782889.22)

 

Street grades for Shady Lane (North):

 

Begin grade at the new centerline of North Brighton Avenue, Station 108+63.73, said point being Station 20+00.00 for the centerline of Shady Lane (North) (PC N 1106078.00, E 2783011.31).

 

STATION Slope ELEVATION

 

20+00.00 -2.00 percent 913.81

19+61.00, VPI -2.00 percent 913.03

19+59.32, VPC +3.00 percent 913.23

19+19.32, VPI 914.28

18+79.32, VPT +3.94 percent 914.75

 

Length of vertical curve is 80 feet.

K = 85

 

18+78.00, VPT Match Existing 915.86

End of Project for Shady Lane (North)

(PC N 1106078.55, E 2782889.31).

 

Width of the Right of Way based off of the new centerline of Shady Lane (South).

 

Feet Left Centerline Station Feet Right

No Change 20+00.00 No Change

No Change 19+00.00 No Change

No Change 18+00.00 No Change

No Change 17+90.00 No Change

 

Width of the Right of Way based off of the new centerline of Shady Lane (North).

 

Feet Left Centerline Station Feet Right

No Change 20+00.00 No Change

No Change 19+00.00 No Change

No Change 18+78.00 No Change

 

Centerline of N.E. 60th Terrace:

 

Point of Beginning for the centerline of N.E. 60th Terrace is the shared point of Station 108+45.26 of the new centerline of North Brighton Avenue and Station 20+00.00 for the Centerline of N.E. 60th Terrace (PC N 1106059.53, E 2783011.27);

 

Thence S 89 degrees 51 minutes 23 seconds E, a distance of 41.81 feet to a point of curvature at Station 20+41.81 (PC N 1106059.42, E 2783053.07), said point also known as Control Point 21;

 

Thence along a curve to the right, having a central angle of 54 degrees 30 minutes 57 seconds, a radius of 185 feet, and an arc length of 176.02 feet to the point of reverse curvature at Station 22+17.83 (PC N 1105981.43, E 2783203.52), said point also known as Control Point 22;

 

Thence along a curve to the left, having a central angle of 54 degrees 09 minutes 23 seconds, a radius of 185 feet, and an arc length of 174.86 feet to the point of tangency at Station 23+92.70 (PC N 1105903.45, E 2783352.81), said point also known as Control Point 23;

 

Thence S 89 degrees 29 minutes 50 seconds E, a distance of 7.31 feet to a point at Station 24+00.00 (PC N 1105903.39, E 2783360.11), said point being the end of Project for N.E. 60th Terrace.

 

Street grades for N.E. 60th Terrace:

 

Begin grade at the new centerline of North Brighton Avenue, Station 108+45.26, said point being Station 20+00.00 for the centerline of N.E. 60th Terrace (PC N 1106059.53, E 2783011.27).

 


STATION Slope ELEVATION

 

20+00.00 -2.00 percent 913.63

20+40.00, VPI 912.83

20+45.00, VPC -4.00 percent 912.63

20+85.00, VPI 911.03

21+25.00, VPT -6.50 percent 908.43

 

Length of vertical curve is 80 feet.

K=32

 

22+62.00, VPC -6.50 percent 899.52

23+12.00, VPI 896.27

23+62.00, VPT -4.50 percent 894.02

 

Length of vertical curve is 100 feet.

K=50

 

24+00.00 Match Existing 892.31

End of Project for N.E. 60th Terrace.

(PC N 1105903.39, E 2783360.11)

 

Width of the Right of Way based off of the new centerline of N.E. 60th Terrace.

 

Feet Left Centerline Station Feet Right

20+94.87 25.00 RT

20.86 LT 21+77.35

22+28.64 25.00 RT

25.00 LT 22+12.91

22+62.79 20.31 RT

25.00 LT 23+54.82

 

Centerline of N.E. 62nd Street (East)

 

Point of Beginning for the centerline of NE 62nd St. (East) is the shared point of Station 115+68.00, of the new centerline of North Brighton Avenue, and Station 20+00.00 of the Centerline of N.E. 62nd Street (East) (PC N 1106782.27, E 2783013.08);

 

thence N 89 degrees 47 minutes 07 seconds E, a distance of 240.00 feet to a point at Station 22+40.00 (PC N 1106783.17, E 2783253.07), said point being a point of intersect and Control Point 25A;

 

thence N 88 degrees 06 minutes 34 seconds E, a distance of 55.00 feet to a point at Station 22+95.00 (PC N 1106784.98, E 2783308.04), said point being a point of intersect and Control Point 25B;

 

thence N 89 degrees 47 minutes 07 seconds E, a distance of 48.00 feet to a point at Station 23+43.00 (PC N 1106785.16, E 2783356.04), and the end of construction for NE 62nd Street (East),

 

thence continuing N 89 degrees 47 minutes 07 seconds E, a distance of 102.00 feet to a point at Station 24+45.00 (PC N 1106785.54, E 2783458.04), said point being Control Point 26, and the end of project for N.E. 62nd Street (East).

 

Street grades for N.E. 62nd Street (East):

 

Begin grade at the new centerline of North Brighton Avenue, Station 115+68.00, said point being Station 20+00.00 for the centerline of N.E. 62nd Street (East) (PC N 1106782.27, E 2783013.08).

 

STATION Slope ELEVATION

 

20+00.00 -2.00 percent 907.68

20+39.00 VPI -5.00 percent 906.90

20+49.50, VPC -5.00 percent 906.37

20+87.00, VPI 904.50

21+24.50, VPT -9.00 percent 901.12

 

Length of vertical curve is 75 feet.

K=19

 

21+75.43, VPC -9.00 percent 896.54

22+55.43, VPI 889.34

23+35.43, VPT -1.60 percent 880.06

 

Length of vertical curve is 160 feet.

K=20

 

23+43.00 Match Existing

End of Project for NE 62nd St. (East)

(PC N 1106785.16, E 2783356.04).

 

Width of the Right of Way based off of the new centerline of NE 62nd St. (East).

 

Feet Left Centerline Station Feet Right

No Change 20+00.00 No Change

No Change 21+00.00 No Change

No Change 22+00.00 No Change

No Change 23+00.00 No Change

No Change 23+43.00 No Change

 


Centerline of N.E. 62nd Street (West)

 

Point of Beginning for the centerline of NE 62nd St. (West) is the shared point of Station 115+70.00, of the new centerline of North Brighton Avenue, and Station 12+50.00 of the Centerline of N.E. 62nd Street (West) (PC 1106784.27, E 2783013.08);

 

Thence S 89 degrees 56 minutes 09 seconds W, a distance of 250.00 feet to a point at Station 10+00.00 (PC N 1106783.99, E 2782763.08), said point being Control Point 37 and the end of project for N.E. 62nd Street (West).

 

Street grades for N.E. 62nd Street (West):

 

Begin grade at the new centerline of North Brighton Avenue, Station 115+70.00, said point being Station 12+50.00 for the centerline of N.E. 62nd Street (West) (PC 1106784.27, E 2783013.08).

 

STATION Slope ELEVATION

 

12+50.00 -2.00 percent 907.62

12+11.00, VPI -1.38 percent 906.84

11+51.50, VPI Match Existing

 

End of Project for NE 62nd St. (West)

(PC N 1106783.99, E 2782763.08).

 

Width of the Right of Way based off of the new centerline of N.E. 62nd Street (West).

 

Feet Left Centerline Station Feet Right

No Change 12+50.00 No Change

No Change 12+00.00 No Change

No Change 11+00.00 No Change

No Change 10+00.00 No Change

 

Centerline of N.E. 63rd Street

 

Point of Beginning for the centerline of NE 63rd St. is the shared point of Station 123+81.46, of the new centerline of North Brighton Avenue, and Station 20+00.00 of the Centerline of N.E. 63rd Street (PC N 1107595.72, E 3783015.11);

 

Thence S 89 degrees 16 minutes 38 seconds E, a distance of 200.00 feet to a point at Station 22+00.00 (PC N 1107593.20, E 2783215.10), said point being Control Point 28 and the end of project for N.E. 63rd Street

 


Street grades for N.E. 63rd Street

 

Begin grade at the new centerline of North Brighton Avenue, Station 123+81.46, said point being Station 20+00.00 for the centerline of N.E. 63rd Street (PC N 1107595.72, E 3783015.11).

 

STATION Slope ELEVATION

 

20+00.00 -2.00 percent 867.44

20+39.00, VPI 866.66

21+09.50, VPC -5.00 percent 863.13

21+27.00, VPI 862.26

21+44.50, VPT -1.98 percent 861.91

 

Length of vertical curve is 35 feet.

K=12

 

21+45.00 Match Existing 861.90

End of Project for NE 63rd St.

(PC N 1107593.90, E 2783160.10)

 

Width of the Right of Way based off of the new centerline of N.E. 63rd Street

 

Feet Left Centerline Station Feet Right

No Change 20+00.00 No Change

No Change 21+00.00 No Change

No Change 22+00.00 No Change

 

Centerline of N.E. 65th Terrace.

 

Point of Beginning for the centerline of NE 65th Terr. is the shared point of Station 137+31.55, of the new centerline of North Brighton Avenue, and Station 12+50.00 of the Centerline of N.E. 65th Terrace (PC N 1108945.75, E 2783026.45);

 

Thence N 89 degrees 19 minutes 04 seconds W, a distance of 64.64 feet to a point of curvature at Station 11+85.36 (PC N 1108946.51, E 2782961.81), said point also being Control Point 31;

 

Thence along a curve to the right, having a central angle of 10 degrees 36 minutes 48 seconds, a radius of 500 feet, and an arc length of 92.62 feet to a point of tangency at Station 10+92.74 (PC N 1108956.14, E 2782869.83), said point also known as Control Point 30;

 

Thence N 78 degrees 43 minutes 0.00 seconds W, a distance of 92.74 feet to a point at Station 10+00.00 (PC N 1108974.28, E 2782778.88), said point also known as Control Point 29 the end of Project for N.E. 65th Terrace

 

Street grades for N.E. 65th Terrace

 

Begin grade at the new centerline of North Brighton Avenue, Station 137+31.55, said point being Station 12+50.00 for the centerline of N.E. 65th Terrace (PC N 1108945.75, E 2783026.45).

 

STATION Slope ELEVATION

 

12+50.00 -2.00 percent 821.37

12+10.00, VPI -5.99 percent 820.57

12+08.00, VPC -5.99 percent 820.45

11+23.00, VPI 815.36

10+38.00, VPT +2.78 817.73

 

Length of vertical curve is 170 feet.

K=19

 

10+34.00 Match Existing 817.84

End of Project for NE 65th Terr.

(PC N 1108967.63, E 2782812.23)

 

Width of the Right of Way based off of the new centerline of NE 65th Terr.

 

Feet Left Centerline Station Feet Right

No Change 12+50.00 No Change

No Change 12+00.00 No Change

No Change 11+00.00 No Change

No Change 10+00.00 No Change

 

Centerline of N.E. Pleasant Valley Road

 

Point of Beginning for the centerline of N.E. Pleasant Valley Road is Station 68+28.36 of the Centerline of N.E. Pleasant Valley Road (PC N 1109734.69, E 2782670.30);

 

Thence S 82 degrees 40 minutes 01 seconds E, a distance of 317.44 feet to the shared point of Station 144+83.50, of the new centerline of North Brighton Avenue, and Station 71+45.80 of the Centerline of N.E. Pleasant Valley Road (PC N 1109694.17, E 2782985.14);

 

Thence continuing S 82 degrees 40 minutes 01 seconds E, a distance of 72.12 feet to a point of intersection at Station 72+17.92 (PC N 1109684.97, E 2783056.66);

 

Thence S 89 degrees 17 minutes 32 seconds E, a distance of 178.82 feet to a point at Station 73+96.74 (PC N 1109682.76, E 2783235.48), said point being the end of construction for N.E. Pleasant Valley Road.

 

Thence continuing S 89 degrees 17 minutes 32 seconds E, a distance of 63.78 feet to a point at Station 74+60.52 (PC N 1109681.97, E 2783299.25), said point being the end of project for N.E. Pleasant Valley Road.

 

Street grades for N.E. Pleasant Valley Road:

 

Begin grade at the said point being Station 68+28.36 for the centerline of N.E. Pleasant Valley Road (PC N 1109734.69, E 2782670.30).

 

STATION Slope ELEVATION

 

62+28.36 -4.25 percent 857.77 Match Exist.

69+71.49, VPC -4.25 percent 851.69

70+33.52, VPI 849.05

70+95.55, VPT -1.77 percent 847.95

 

Length of vertical curve is 124 feet.

K=50

 

71+45.80 -1.77 percent 847.07

73+43.47, VPC -1.77 percent 843.57

73+68.47, VPI 843.13

73+93.47, VPT -2.95 percent 842.39

 

Length of vertical curve is 50 feet.

K=42

 

73+96.74 Match Existing 842.29

End of construction for N.E. Pleasant Valley Road.

(PC N 1109682.76, E 2783235.47)

 

74+60.52 = End of Project for N.E. Pleasant Valley Road.

(PC N 1109681.97, E 2783299.25),

 

Width of the Right of Way based off of the new centerline of N.E. Pleasant Valley Road

 

Feet Left Centerline Station Feet Right

No Change 62+28.36 No Change

No Change 71+45.80 No Change

No Change 72+17.92 No Change

No Change 73+96.74 No Change

No Change 74+60.52 No Change

 

Section 5. That this ordinance shall become effective as provided in Section 88.917, RSMo.

 

Section 6. That upon the effective date of this ordinance, the City Clerk is hereby directed to cause this ordinance to be recorded in the office of the Recorder of Deeds for Kansas City, Clay County, Missouri.

 

___________________________________________

 

Approved as to form and legality:

 

___________________________________
Matthew Cooper

Assistant City Attorney