ORDINANCE NO. 180811

Declaring it necessary to change
and re-establish the grades on portions of North Woodland Avenue, as well as to
open, establish and dedicate street right of way for Project Nos. 70052304,
70172340, and 70182903 “N. Woodland Avenue Complete Streets, N.E. 96th Street
to N.E. 108th Street, 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. Woodland Avenue, from a point +/- 250 feet south of the intersection of N.E.
96th Street, north to N.E. 108th Street, 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 open,
establish, and dedicate Street Right of Way for Project Nos. 70052304,
70172340, and 70182903, “N. Woodland Avenue Complete Streets, N.E. 96th Street
to N.E. 108th Street”, 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 portions of N.
Woodland Avenue, in the area between N.E. 96th Street, north to N.E. 108th
Street, 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 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 Parks Chief Engineer under the
supervision of the Director of the Park and Recreation Department and
identified as KCMO Project Nos. 70052304, 70172340, and 70182903, “N. Woodland
Avenue Complete Streets, N.E. 96th Street to N.E. 108th Street”, the same being
on file in the Office of the Director of Parks and Recreation and being
incorporated herein by reference.

Section 3. That
the width and location of the right of way of Project Nos. 70052304, 70172340,
and 70182903, “N. Woodland Avenue Complete Streets, N.E. 96th Street to N.E. 108th
Street”, 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
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**

__ __

Coordinates shown hereon are Project Coordinates in U.S.
Survey Feet, based on the Missouri State Plane Coordinate System of 1983 (NAD83)
West Zone with an applied project grid factor of 0.99989898.

Metro Control Station CL-03 RESET (with an adjustment date
of 2003) was used as a base point for the establishment of Project Control.

Metro Control Station CL-03 RESET

N: 1131714.57 ft.

E: 2776181.33 ft.

Elevation=1037.73 NAVD88

CP-14

N.E. Corner of N.E.‚ SEC 1 - T51N – R33W

3 inch Brass Disc

N: = 1129083.680

E: = 2772532.830

Control Point 52

N: = 1129584.235

E: = 2772576.846

SET ½ inch I.B. W/CP CAP

Control Point 20

SET 1#2 inch I.B.

N: = 1139598.019

E: = 2772653.271

**Vertical
Control**

** **

** Project
Bench Marks**

**Project Bench Mark 1: **Southeast
corner of curb inlet at southeast corner of N.E. 96th Street and N. Woodland
Avenue.

N: 1128994.08 E: 2772475.69

Elevation = 262.94 (KCMO)

Elevation = 985.54 NAVD88 (KCMO+722.57)

**Project Bench Mark 6: C**hiseled
Square on the center, north end of concrete flume at southeast corner of the
intersection of N. Woodland Avenue and 108th Street.

N: 1137190.85 E: 2772649.79

Elevation = 293.31 KCMO

Elevation = 1015.88 NAVD88 (KCMO+722.57)

All grade points are on the new
centerline of N. Woodland Avenue, as herein described, and as found in said
plans in the office of the Director of Parks and Recreation Department, are as
follows:

**Centerline of N. Woodland
Avenue (Maplewoods Parkway Northbound)**

Bearings
herein are grid bearings based on the Missouri State Plane Coordinate System of
1983 (NAD-83) West Zone, with an adjustment date of 2003.

A
description for the relocated centerline of N.E. Woodland Avenue lying in the northeast
quarter of Section 1, northwest quarter of Section 1 in township 51 north range
33 west, the southwest quarter of Section 36, southeast quarter of 36, northeast
quarter of Section 36 and the northwest quarter of Section 36, the southwest quarter
of Section 25, southeast quarter of 25, all being in township 52 north, range
33 west of the fifth principal meridian, in the City of Kansas City, Clay
County, Missouri, and being more particularly described as follows:

Commencing at
the northwest corner of the northeast quarter of Section 1,

PC N
1129083.64, E2772532.83;

Thence south 11
degrees 10 minutes 13 seconds east a distance of 2506.49 feet to the point of
beginning of said centerline of N.
Woodland Avenue, Centerline Station 6+88.41,

PC N
1128832.34, E 2772582.45;

Thence north 02
degrees, 45 minutes, 02 seconds west, 42.50 feet to a point of curvature at Centerline
Station 7+30.92,

PC N 1128874.81,
E 2772580.41;

Thence north
along a curve to the right having a radius of 300 feet, and a tangent to the
last described course, an arc length of 42.87, Centerline Station 7+73.79,

PC N
1128917.34, E 2772575.31;

Thence north 10
degrees 56 minutes 16 seconds west a distance of 24.96 feet to a point, Centerline
Station 7+98.72,

PC N 1129389.80,
E 2772557.23;

Thence north 89
degrees 29 minutes 00 seconds west a distance of 39.44 feet to a point, Centerline
Station 8+38.16 (Back) = Sta 7+98.72 (Ahead),

PC N 1128942.17,
E 2772531.14;

Thence north 00
degrees 31 minutes 00 seconds East a distance of 138.16 feet to the centerline
of N.E. 96th Street, Centerline Station 9+36.88,

PC N
1131726.66, E 2772530.33;

Thence
continuing north 00 degrees 31 minutes 00 seconds east a distance of 138.16
feet to a point, Centerline Station 10+74.79 (Back) = Station 11+32.23 (AH),

PC N
1129218.22, E 2772533.63;

Thence south 89
degrees 40 minutes 46 seconds east, 18.00 feet to a point, Centerline Station
11+50.23 (Back) = Station 11+32.23 (Ahead),

PC N
1129218.12, E 2772551.63;

Thence north 00
degrees 19 minutes 14 seconds east a distance of 85.65 feet to a point of
curvature, Centerline Station 12+17.88,

PC N 1129303.77,
E 2772552.11;

Thence
northerly along a curve to the right having a radius of 800.00 feet, an arc
length of 86.22 feet to a point of tangency, Centerline Station 13+04.10,

PC N
1129389.80, E 2772557.23;

Thence north 06
degrees 29 minutes 44 seconds east a distance of 124.00 feet to a point of
curvature, Centerline Station 14+28.10,

PC N
1129513.00, E 2772571.26;

Thence
northerly along a curve to the left having a radius of 2000.00 feet, an arc
length of 389.87 feet to a point of tangency, Centerline Station 18+17.97,

PC N 1129902.21,
E 2772577.45

Thence north 04
degrees 40 minutes 25 seconds west, a distance of 124.00 feet to a point of
curvature, Centerline Station 19+41.97,

PC N
1130025.80, E 2772567.34;

Thence
northerly along a curve to the right having a radius of 2000.00 feet, an arc
length of 174.41 feet to a point of tangency, Centerline Station 21+16.38,

PC N 1130200.03,
E 2772560.73;

Thence north 00
degrees 19 minutes 23 seconds east, a distance of 509.34 feet to a point of
curvature, Centerline Station 26+25.72,

PC N 1130709.35,
E 2772563.60;

Thence
northerly along a curve to the right having a radius of 1000.00 feet, an arc
length of 64.52 feet to a point of tangency, Centerline Station 26+90.24,

PC N 1130773.82,
E 2772566.04;

Thence north 04
degrees 01 minute 12 seconds east a distance of 113.06 feet to a point of
curvature, Centerline Station 28+03.30,

PC N 1130886.60,
E 2772573.97;

Thence northerly
along a curve to the left having a radius of 1000.00 feet, an arc length of
181.83 feet to a point of tangency,

Thence north 06
degrees 23 minutes 54 seconds west a distance of 171.57 to a point of
curvature, Centerline Station 31+56.71,

PC N 1131238.65,
E 2772551.08;

Thence
northerly along a curve to the right having a radius of 800 feet, an arc length
of 93.85 feet to a point of tangency, Centerline Station 32+50.56,

PC N 1131332.31,
E 2772546.11;

Thence north 00
degrees 19 minutes 23 seconds east a distance of 256.10 feet to a point, Centerline
Station 35+06.65,

PC N 1131588.40,
E 2772547.55;

Thence north 89
degrees 40 minutes 37 seconds west a distance of 18.00 feet to a point, Centerline
Station 35+24.65 (Back) = Station 35+06.65 (Ahead),

PC N
1131588.51, E 2772529.55;

Thence north 00
degrees 19 minutes 18 seconds east a distance of 138.16 feet to the centerline
of N.E. 100th Street, Centerline Station 36+44.81,

PC N
1131726.66, E 2772530.3292;

Thence
continuing north 00 degrees 19 minutes 18 seconds east a distance of 138.16
feet to a point, Centerline Station 37+82.97 (Back) = Station 38+22.27 (Ahead),

PC N
1131864.82, E 2772531.11;

Thence south 89
degrees 40 minutes 46 seconds east a distance of 18.00 feet to a point, Centerline
Station 38+40.27 (Back) = Station 38+22.27 (Ahead),

PC N
1131864.72, E 2772549.10;

Thence north 00
degrees 19 minutes 14 seconds east a distance of 50.66 feet to a point of
curvature, Centerline Station 38+72.93,

PC N
1131915.37, E 2772549.39;

Thence
northerly along a curve to the right having a radius of 800.00 feet, an arc
length of 112.28 feet to a point of tangency, Centerline Station 39+85.20,

PC N
1132027.23, E 2772557.88;

Thence north 08
degrees 21 minutes 42 seconds east a distance of 124.00 feet to a point of
curvature, Centerline Station 41+09.20,

PC N
1132149.92, E 2772575.91;

Thence
northerly along a curve to the left having a radius of 2000.00 feet, an arc
length of 416.77 feet to a point of tangency, Centerline Station 45+25.98,

PC N 1132565.57,
E 2772593.28;

Thence north 03
degrees 34 minutes 40 seconds west a distance of t 124.00 feet to a point of
curvature, Centerline Station 46+49.98,

PC N 1132689.33,
E 2772585.54;

Thence
northerly along a curve to the right having a radius of 3000.00 feet, an arc
length of 204.12 feet to a point of tangency, Centerline Station 48+54.10,

PC N 1132893.33,
E 2772579.74;

Thence north 00
degrees 19 minutes 14 seconds east a distance of 1,111.31 feet to a point of
curvature, Centerline Station 59+65.41,

PC N 1134004.63,
E 2772585.95;

Thence
northerly along a curve to the right having a radius of 3000.00 feet an arc
length of 204.12 feet to a point of tangency, Centerline Station 61+69.53,

PC N
1134208.55, E 2772594.04;

Thence north 04
degrees 13 minutes 08 seconds east a distance of 124.00 feet to a point of
curvature, Centerline Station 62+93.53,

PC N 1134332.21,
E 2772603.16;

Thence
northerly along a curve to the left having a radius of 2000.00 feet, an arc
length of 136.08 feet to a point of tangency, Centerline Station 64+29.61,

PC N
1134468.16, E 2772608.55;

Thence north 0
degrees 19 minutes 14 seconds east a distance of 300.00 feet to a point of
curvature, Centerline Station 67+29.61,

PC N
1134768.16, E 2772610.23;

Thence
northerly along a curve to the right having a radius of 1200.00 feet, an arc
length of 168.18 feet to a point of tangency, Centerline Station 68+97.79,

PC N 1134935.85,
E 2772599.40;

Thence north 00
degrees 35 minutes 59 seconds east a distance of 78.70 feet to a point of
curvature, Centerline Station 72+16.50,

PC N 1135253.11,
E 2772576.40;

Thence
northerly along a curve to the right having a radius of 70.00 feet, an arc
length of 64.54 feet to a point of reverse curvature, Centerline Station
72+81.04

PC N
1135308.59, E 2772604.68;

Thence
northerly along a curve to the left having a radius of 75.63 feet, an arc
length of 125.95 feet to a point of reverse curvature, Centerline Station
74+06.99,

PC N
1135419.93, E 2772615.82;

Thence
northerly along a curve to the right having a radius of 105.25 feet, an arc
length of 60.35 feet to a point of compound curvature, Centerline Station
74+67.34,

PC N
1135473.62, E 2772590.12;

Thence
northerly along a curve to the right having a radius of 196.50 feet, an arc
length of 26.11 feet to a point of compound curvature, Centerline Station
74+93.45,

PC N 1135499.59,
E 2772587.69;

Thence
northerly along a curve to the right having a radius of 105.25 feet, an arc
length of 58.87 feet to a point of reverse curvature, Centerline Station
75+52.31,

PC N
1135555.85, E 2772602.23;

Thence
northerly along a curve to the left having a radius of 75.75 feet, an arc
length of 77.48 feet to a point of reverse curvature, Centerline Station
75+52.31,

PC N
1135555.85, E 2772602.23;

Thence
northerly along a curve to the right having a radius of 70.00 feet, an arc
length of 41.17 feet to a point of tangency, Centerline Station 76+70.96,

PC N 1135669.78,
E 2772595.88;

Thence north 05
degrees 35 minutes 59 seconds east a distance of 65.56 feet to a point,
Centerline Station 77+36.53 (Back) = Station 77+16.43 (Ahead),

PC N
1135735.03, E 2772602.28;

Thence north 05
degrees 35 minutes 59 seconds east a distance of 66.35 feet to a point of
curvature, Centerline Station 77+82.79,

PC N
1135801.07, E 2772608.75

Thence
northerly along a curve to the left having a radius of 850.00 feet, an arc
length of 115.01 feet to a point of tangency, Centerline Station 78+97.79,

PC N
1135915.94, E 2772612.21;

Thence north 02
degrees 09 minutes 09 seconds west a distance of 31.71 feet to a point of
curvature, Centerline Station 79+29.50,

PC N
1135947.63, E 2772611.02;

Thence
northerly along a curve to the right having a radius of 800.00 feet, an arc
length of 38.43 feet to a point of tangency, Centerline Station 79+67.93,

PC N
1135986.05, E 2772610.50;

Thence north 00
degrees 35 minutes 59 seconds east a distance of 434.73 feet to a point of
curvature, Centerline Station 84+02.67,

PC N
1136420.76, E 2772615.05;

Thence
northerly along a curve to the right having a radius of 800.00 feet, an arc
length to 40.23 feet to a point of tangency, Centerline Station 84+42.90,

PC N 1136460.96,
E 2772616.48;

Thence north 03
degrees 28 minutes 52 seconds east a distance of 185.00 feet to a point of
curvature, Centerline Station 86+27.89,

PC N
1136645.61, E 2772627.71;

Thence
northerly along a curve to the left having a radius of 850.00 feet, an arc
length of 165.01 feet to a point of tangency, Centerline Station 87+92.90,

PC N
1136810.25, E 2772621.73;

Thence north 07
degrees 38 minutes 29 seconds west a distance of 124.00 feet to a point of
curvature, Centerline Station 89+16.90,

PC N 1136933.15,
E 2772605.24;

Thence
northerly along a curve to the right having a radius of 800 feet, an arc length
of 114.83 feet to a point of tangency, Centerline Station 90+31.73,

PC N
1137047.66, E 2772598.18;

Thence north 00
degrees 34 minutes 56 seconds east a distance of 47.76 feet to a point, Centerline
Station 90+79.49,

PC N
1137095.42, E 2772598.66;

Thence north 89
degrees 25 minutes 01 second west a distance of 18.00 feet to a point,
Centerline Station 90+97.49 (Back) = Sta 90+79.49 (Ahead),

PC N
1137095.61, E 2772580.67;

Thence north 00
degrees 34 minutes 56 seconds east a distance of 176.45 to the centerline of Shoal
Creek Parkway, Centerline Station 92+55.94,

PC N
1137272.05, E 2772582.46;

Thence north 00
degrees, 34 minutes, 56 seconds east a distance of 176.45 to a point, Centerline
Station 94+32.39 (Back) = Station 94+68.62 (Ahead),

PC N
1137448.49, E 2772584.25;

Thence south 89
degrees 25 minutes 02 seconds east a distance of 18.00 feet to a point of
curvature, Centerline Station 94+86.62 (Back) = Station 94+68.62 (Ahead),

PC N
1137448.31, E 2772602.25;

Thence
northerly along a curve to the right having a radius of 511.00 feet and an
initial tangent bearing of north 00 degrees 34 minutes 56 seconds east, an arc
length of 66.49 feet to a point of reverse curvature, Centerline 95+35.10,

PC N
1137514.56, E 2772607.24;

Thence
northerly along a curve to the left having a radius of 489.00 feet, an arc
length of 77.02 feet to a point of tangency, Centerline Station 96+12.12,

PC N
1137591.35, E 2772611.97;

Thence north 00
degrees 59 minutes 15 seconds west a distance of 126.81 feet to a point on the
centerline of N. Woodland Avenue and the point of terminus, Centerline Station
97+38.93,

PC N
1137718.14, E 2772609.79;

**Street grades for N. Woodland
Avenue (Maplewoods Parkway Northbound): **

Begin new profile at Centerline
Sta. 6+88.41, match grade as shown on plans.

STATION
Slope ELEVATION

6+88.42
PVC 0.082 percent 984.73

7+38.42
PVI 984.77

7+88.42
PVT -1.00 percent 984.27

Length of vertical curve is 100.00 feet.

K=92.4

7+98.72
PVI -1.00 percent 984.17

**96**^{th}
Street Roundabout

11+32.23
PVI 979.68

12+52.06
PVC -3.00 percent 976.08

14+72.06
PVI 969.48

16+92.06
PVT +2.78 percent 975.61

Length of vertical curve is 440.00 feet.

K=76.1

17+50.00
PVC +2.78 percent 977.22

19+00.00
PVI 981.40

20+50.00
PVT +6.98 percent 991.82

Length of vertical curve is 300.00 feet.

K=72.0

21+00.00
PVC +6.95 percent 995.3

23+00.00
PVI 1009.2

25+00.00
PVT -3.16 percent 1002.87

Length of vertical curve is 400.00 feet.

K=39.6

25+00.00
PVC -3.16 percent 1002.87

26+98.00
PVI 996.61

28+96.00
PVT +3.66 percent 1003.85

Length of vertical curve is 396.00 feet.

K=58.0

29+69.12
PVC +3.66 percent 1006.48

31+47.12
PVI 1013.00

33+25.12
PVT -3.97 percent 1005.93

Length of vertical curve is 356.00 feet.

K=46.7

33+26.70
PVC -3.97 percent 1005.87

33+96.70
PVI 1003.1

34+66.70
PVT -1.00 percent 1002.39

Length of vertical curve is 140.00 feet.

K=
47.2

35+06.65
PVI -1.00 percent 1002.00

**100**^{th}
Street Roundabout

38+22.27
PVI 1002.00

38+70.00 PVC +1.20 percent 1002.57

39+30.00
PVI 1003.29

39+90.00
PVT +4.43 percent 1005.94

Length of vertical curve is 120.00 feet.

K=37.1

39+95.00
PVC +4.43 percent 1006.17

41+20.00
PVI 1011.71

42+45.00
PVT -4.10 percent 1006.58

Length of vertical curve is 250.00 feet.

K=29.3

42+50.00
PVC -4.10 percent 1006.38

44+00.00
PVI 1000.23

45+50.00
PVT +1.93 percent 1003.11

Length of vertical curve is 300.00 feet.

K=49.8

45+80.00
PVC +1.93 percent 1003.69

47+50.00
PVI 1006.97

49+20.00
PVT -5.00 percent 998.47

Length of vertical curve is 340.00 feet.

K=49.1

50+40.00
PVC -5.00 percent 992.47

52+90.00
PVI 979.97

55+40.00
PVT +3.25 percent 988.09

Length of vertical curve is 500.00 feet.

K=60.6

55+50.00
PVC +3.25 percent 988.42

56+00.00
PVI 990.04

56+50.00
PVT +5.21 percent 992.65

Length of vertical curve is 100.00 feet.

K=51.0

57+20.00
PVC +5.21 percent 996.29

58+50.00
PVI 1003.07

59+80.00
PVT +1.00 percent 1004.37

Length of vertical curve is 260.00 feet.

K=61.8

63+90.00
PVC +1.00 percent 1008.47

66+40.00
PVI 1010.97

68+90.00
PVT +5.30 percent 1024.22

Length of vertical curve is 500.00 feet.

K=116.2

71+12.50
PVC +5.30 percent 1036.03

71+50.00
PVI 1038.02

71+87.50
PVT +1.75 percent 1038.67

Length of vertical curve is 75.00 feet.

K=21.1

71+95.18
PVI +1.75 percent 1038.81

**106th Street
Roundabout **

77+16.43
PVI 1043.49

78+00.00 PVC +1.00 percent 1044.33

80+00.00
PVI 1046.33

82+00.00
PVT -4.07 percent 1038.19

Length of vertical curve is 400.00 feet.

K=79.0

86+00.00
PVC -4.07 percent 1021.93

88+00.00
PVI 1013.8

90+00.00
PVT +1.50 percent 1016.8

Length of vertical curve is 400.00 feet.

K=71.8

90+79.49
PVI +1.50 percent 1017.99

** **

**Shoal Creek Parkway
Roundabout**

94+68.62
PVI 1024.3

94+68.63
PVC +2.00 percent 1024.3

95+43.62
PVI 1025.8

96+18.62
PVT +7.29 percent 1031.27

Length of vertical curve is 150.00 feet.

K=28.3

96+18.94
PVC +7.29 percent 1031.29

96+78.93
PVI 1035.66

97+38.93
PVT +3.12 percent 1037.54

Length of vertical curve is 120.00 feet.

K=
28.8

97+38.93
PVI +3.12 percent 1037.54

**Centerline of N. Woodland Avenue
(Maplewoods Parkway Southbound)**

Bearings
herein are grid bearings based on the Missouri State Plane Coordinate System of
1983 (NAD-83) West Zone, with an adjustment date of 2003.

A
description for the relocated centerline of N.E. Woodland Avenue lying in the
northeast quarter of Section 1, northwest quarter of Section 1 in township 51
north range 33 west, the southwest quarter of Section 36, southeast quarter of
36, northeast quarter of Section 36 and the northwest quarter of Section 36,
the southwest quarter of Section 25, southeast quarter of 25, all being in
township 52 north, range 33 west of the fifth principal meridian, in the City
of Kansas City, Clay County, Missouri, and being more particularly described as
follows:

Commencing at
the northwest corner of the northeast Quarter of Section 1,

PC N
1129083.64, E2772532.83;

Thence south 08
degrees 12 minutes 23 seconds west a distance of 291.18 feet to the point of
beginning of said centerline of N. Woodland Avenue, Centerline Station 6+54.65,

PC N
1128795.45, E 2772491.27;

Thence north 01
degree 21 minutes 09 seconds west a distance of 72.48 to a point of curvature, Centerline
Station 7+27.13,

PC N
1128867.91, E 2772489.55;

Thence
northerly along a curve to the right having a radius of 349.96 feet, an arc
length of 48.30 feet to a point of tangency, Centerline Station 7+75.44,

PC N
1128916.13, E 2772491.75;

Thence north 06
degrees 33 minutes 22 seconds east a distance of 26.54 feet to a point, Centerline
Station 8+01.98,

PC N
1128942.49, E 2772494.78;

Thence south 89
degrees 29 minutes 00 seconds east a distance of 36.36 feet to a point, Centerline
Station 8+38.34 (Back) = Sta 8+01.98 (Ahead),

PC N 1128942.17,
E 2772531.14;

Thence north 01
degree 31 minutes 00 seconds east a distance of 138.00 feet to the centerline
of N.E. 96th Street, Centerline Station 9+39.98,

PC N
1129080.16, E 2772532.38;

Thence north 01
degree 31 minutes 00 seconds east a distance of 138.07 feet to a point, Centerline
Station 10+78.05 (Back) = Sta 11+32.41 (Ahead),

PC N
1129218.22, E 2772533.63;

Thence north 89
degrees 40 minutes 46 seconds west a distance of 18.00 feet to a point, Centerline
Station 11+50.41 (Back) = Sta 11+32.41 (Ahead),

PC N
1129218.33, E 2772515.63;

Thence north 00
degrees 19 minutes 14 seconds east a distance of 54.69 feet to a point of
curvature, Centerline Station 11+87.10,

PC N 1129273.01,
E 2772515.93;

Thence
northerly along a curve to the left having a radius of 800.00 feet, an arc
length of 69.31 feet to a point of tangency, Centerline Station 12+56.40,

PC N
1129342.25, E 2772513.32;

Thence north 04
degrees 38 minutes 35 seconds west a distance of 149.30 feet to a point of
curvature, Centerline Station 14+05.70,

PC N
1129491.06, E 2772501.23;

Thence
northerly along a curve to the right having a radius of 2000.00 feet, an arc
length of 173.35 feet to a point of tangency, Centerline Station 15+79.06,

PC N
1129664.23, E 2772494.70;

Thence north 00
degrees 19 minutes 23 seconds east a distance of 1,315.60 to a point of
curvature, Centerline Station 28+94.66,

PC N
1130979.82, E 2772502.12;

Thence
northerly along a curve to the right having a radius of 3000.00 feet, an arc
length of 71.09 feet to a point of tangency, Centerline Station 29+65.75,

PC N
1131050.90, E 2772503.36;

Thence north 01
degree 40 minutes 51 seconds east a distance of 183.31 feet to a point of
curvature, Centerline Station 31+49.07,

PC N
1131234.13, E 2772508.74;

Thence
northerly along a curve to the left having a radius of 3000.00 feet, an arc
length of 71.40 feet to a point of tangency, Centerline Station 32+20.46,

PC N
1131305.51, E 2772509.99;

Thence north 00
degrees 19 minutes 02 seconds east a distance of 283.09 feet to a point, Centerline
Station 35+03.56,

PC N
1131588.60, E 2772511.55;

Thence south 89
degrees 40 minutes 37 seconds east a distance of 18.00 feet to a point, Centerline
Station Sta 35+21.56 (Back) = Sta 35+03.56 (Ahead),

PC N 1131588.50,
E 2772529.55;

Thence north 00
degrees 19 minutes 18 seconds east a distance of 138.16 feet to the centerline
of N.E. 100th Street, Centerline Station 36+41.72,

PC N
1131726.66, E 2772530.33;

Thence north 00
degrees 19 minutes 18 seconds east a distance of 138.16 feet to a point, Centerline
Station 37+79.88 (Back) = Station 38+16.22 (Ahead),

PC N
1131864.82, E 2772531.11;

Thence north 89
degrees 40 minutes 12 seconds west a distance of 18.00 feet to a point, Centerline
Station 38+34.22 (Back) = Station 38+16.22 (Ahead),

PC N
1131864.92, E 2772513.11;

Thence north 00
degrees 19 minutes 14 seconds east a distance of 50.65 feet to a point of
curvature, Centerline Station 38+66.87,

PC N
1131915.57, E 2772513.39;

Thence
northerly along a curve to the left having a radius of 800.00 feet, an arc
length of 90.00 feet to a point of tangency, Centerline Station 39+56.87,

PC N
1132005.35, E 2772518.95;

Thence north 06
degrees 45 minutes 59 seconds east a distance of 124.00 feet to a point of
curvature, Centerline Station 40+80.87,

PC N
1132128.49, E 2772533.56;

Thence
northerly along a curve to the left having a radius of 1200.00 feet, an arc
length of 255.72 feet to a point of tangency, Centerline Station 43+36.59,

PC N
1132383.71, E 2772536.50;

Thence North 05
degrees 26 minutes 36 seconds west a distance of 124.00 feet to a point of
curvature, Centerline Station 44+60.59,

PC N 1132507.15,
E 2772524.74;

Thence
northerly along a curve to the right having a radius of 3000.00 feet, an arc
length of 301.79 feet to a point of tangency, Centerline Station 47+62.38,

PC N
1132808.51, E 2772511.26;

Thence north 00
degrees 19 minutes 14 seconds east a distance of 1,460.77 feet to a point of
curvature, Centerline Station 62+23.16,

PC N 1134269.26,
E 2772519.43;

Thence
northerly along a curve to the left having a radius of 1500.00 feet, an arc
length of 152.23 feet to a point of tangency, Centerline Station 63+75.39,

PC N
1134421.28, E 2772512.57;

Thence north 05
degrees 29 minutes 40 seconds west a distance of 124.00 feet to a point of
curvature, Centerline Station 64+99.39,

PC N
1134544.71, E 2772500.69;

Thence
northerly along a curve to the right having a radius of 1500.00 feet, an arc
length of 372.27 feet to a point of tangency, Centerline Station 68+72.16,

PC N
1134916.37, E 2772511.24;

Thence north 08
degrees 44 minutes 40 seconds east a distance 124.00 feet to a point of
curvature, Centerline Station 69+96.16,

PC N
1135038.93, E 2772530.09;

Thence
northerly along a curve to the left having a radius of 800.00 feet, an arc
length of 113.72 feet to a point of tangency, Centerline Station 71+09.88,

PC N
1135152.17, E 2772539.34;

Thence north 00
degrees 35 minutes 59 seconds east a distance of 101.32 feet to a point of
curvature, Centerline Station 72+11.20,

PC N
1135253.49, E 2772540.40;

Thence
northerly along a curve to the left having a radius of 70.00 feet, an arc
length of 64.53 feet to a point of reverse curvature, Centerline Station
72+75.73,

PC N
1135309.55, E 2772513.29;

Thence
northerly along a curve to the right having a radius of 75.63 feet, an arc
length of 109.19 feet to a point of reverse curvature, Centerline Station
73+84.93,

PC N
1135407.71, E 2772494.46;

Thence
northerly along a curve to the left having a radius of 105.25 feet, an arc
length of 60.35 feet to a point of compound curvature, Centerline Station
74+45.28,

PC N
1135465.45, E 2772508.94;

Thence
northerly along a curve to the left having a radius of 196.50 feet, an arc
length of 26.11 feet to a point of compound curvature, Centerline Station
74+71.38,

PC N
1135491.38, E 2772506.14;

Thence
northerly along a curve to the left having a radius of 105.25 feet, an arc
length of 58.87 feet to a point of reverse curvature, Centerline Station
75+30.25,

PC N
1135543.62, E 2772480.68;

Thence
northerly along a curve to the right having a radius of 75.75 feet, an arc
length of 152.77 feet to a point of reverse curvature, Centerline Station
76+83.02,

PC N 1135666.96,
E 2772515.51;

Thence
northerly along a curve to the left having a radius of 70.00 feet, an arc
length of 83.01 feet to a point of tangency, Centerline Station 77+66.03,

PC N
1135727.26, E 2772565.34;

Thence north 05
degrees 35 minutes 59 seconds east a distance of 11.34 feet to a point, Centerline
Station 77+77.36 (Back) = Station 77+30.07 (Ahead),

PC N
1135738.54, E 2772566.45

Thence north 05
degrees 35 minutes 59 seconds east a distance of 66.69 feet to a point of
curvature, Centerline Station 77+96.76,

PC 1135804.91,
E 2772572.96;

Thence
northerly along a curve to the left having a radius of 800.00 feet, an arc
length of 126.84 feet to a point of tangency, Centerline Station 79+23.60,

PC 1135931.60,
E 2772575.29;

Thence north 03
degrees 29 minutes 04 seconds west a distance of 124.00 feet to a point of
curvature, Centerline Station 80+47.60,

PC N
1136055.37, E 2772567.76;

Thence
northerly along a curve to the right having a radius of 1000.00 feet, an arc
length of 71.28 feet to a point of tangency, Centerline Station 81+18.88,

PC N
1136126.61, E 2772565.96;

Thence north 00
degrees 35 minutes 59 seconds east a distance of 124.00 feet to a point of
curvature, Centerline Station 82+42.88,

PC N
1136250.60, E 2772567.26;

Thence
northerly along a curve to the left having a radius of 1000.00 feet, an arc
length of 158.61 feet to a point of tangency, Centerline Station 84+01.56,

PC N
1136408.74, E 2772556.35;

Thence north 08
degrees 29 minutes 31 seconds west a distance of 124.00 feet to a point of
curvature, Centerline Station 85+25.56,

PC N
1136531.38, E 2772538.04;

Thence
northerly along a curve to the right having a radius of 1000.00 feet, an arc
length of 288.76 feet to a point of tangency, Centerline Station 88+14.32,

PC N
1136819.14, E 2772536.94;

Thence north 08
degrees 03 minutes 11 seconds east a distance of 124.00 feet to a point of
curvature, Centerline Station 89+38.32,

PC N
1136941.91, E 2772554.31;

Thence
northerly along a curve to the left having a radius of 800.00 feet, an arc
length of 104.31 feet to a point of tangency, Centerline Station 90+42.63,

PC N 1137045.85,
E 2772562.16;

Thence north 00
degrees 34 minutes 56 seconds east a distance of 49.94 feet to a point, Centerline
Station 90+92.56,

PC N 1137095.79,
E 2772562.67;

Thence south 89
degrees 25 minutes 04 seconds east a distance of 18.00 feet to a point, Centerline
Station 91+10.56 (Back) = Station 90+92.56 (Ahead),

PC N
1137095.61, E 2772580.66;

Thence north 00
degrees 34 minutes 56 seconds east a distance of 176.45 feet to the centerline
of Shoal Creek Parkway, Centerline Station,

PC N
1137272.05, E 2772582.46;

Thence north 00
degrees 34 minutes 56 seconds east a distance of 176.45 feet to a point, Centerline
Station 94+45.46 (Back) = Station 94+81.47 (Ahead),

PC N
1137448.49, E 2772584.25;

Thence north 89
degrees 25 minutes 00 seconds west a distance of 18.00 feet to a point, Centerline
Station 94+99.47 (Back) = Sta 94+81.47 (Ahead),

PC N
1137448.67, E 2772566.26;

Thence
northerly along a curve to the right having a radius of 489.00 feet and an
initial tangent bearing of north 00 degrees 34 minutes 56 seconds east, an arc
length of 131.78 feet to a point of reverse curvature, Centerline Station
96+13.25,

PC N
1137578.68, E 2772585.22;

Thence
northerly along a curve to the left having a radius of 511.00 feet, an arc
length of 57.76 feet to a point of tangency, Centerline Station 96+71.01,

PC N
1137634.98, E 2772598.00;

Thence north 09
degrees 32 minutes 48 seconds east a distance of 60.79 feet to a point of
curvature, Centerline Station 97+31.81,

PC N
1137694.93, E 2772608.08;

Thence
northerly along a curve to the left having a radius of 125.00 feet, an arc
length of 22.98 feet to the point of tangency, Centerline Station 97+54.79,

PC N
1137717.81, E 2772609.79;

Thence north 00
degrees 59 minutes 15 seconds west a distance of 0.33 feet to the point of
terminus, Centerline Station 97+55.12,

PC N
1137718.14, E 2772609.79;

**Street grades for N. Woodland
Avenue (Maplewoods Parkway Southbound): **

Begin new profile at centerline
Sta. 6+54.66, match grade as shown on plans.

STATION
Slope ELEVATION

6+54.66
PVC 0.00 986.18

7+04.66
PVI 986.18

7+54.66
PVT -2.00 percent 985.19

Length of vertical curve is 100.00 feet.

K=50.2

8+01.98
PVI -2.00 percent 984.24

**96**^{th} Street
Roundabout

11+32.41
PVI 979.68

12+69.07
PVC -3.00 percent 975.58

15+39.07
PVI 967.48

18+09.07
PVT +5.10 percent 981.25

Length of vertical curve is 540.00 feet.

K=66.7

21+70.00
PVC +5.10 percent 999.66

23+20.00
PVI 1007.31

24+70.00
PVT -1.50 percent 1005.06

Length of vertical curve is 300.00 feet.

K=45.5

25+29.65
PVC -1.50 percent 1004.16

26+79.65
PVI 1001.91

28+29.65
PVT +3.57 percent 1007.27

Length of vertical curve is 300.00 feet.

K=59.2

28+93.15
PVC +3.57 percent 1009.53

30+79.55
PVI 1016.19

32+65.95
PVT -4.11 percent 1008.53

Length of vertical curve is 372.80 feet.

K=48.5

32+99.51
PVC -4.11 percent 1007.15

33+99.51
PVI 1003.04

34+99.51
PVT -1.00 percent 1002.04

Length of vertical curve is 200.00 feet.

K=64.3

35+03.56
PVI -1.00 percent 1002.00

**100**^{th} Street
Roundabout

** **

38+16.22
PVI 1002.00

38+20.00
PVC +1.24 percent 1002.05

38+95.00
PVI 1002.98

39+70.00
PVT +4.40 percent 1006.28

Length of vertical curve is 150.00 feet.

K=47.5

39+70.00
PVC +4.40 percent 1006.28

40+95.00
PVI 1011.78

42+20.00
PVT -4.10 percent 1006.65

Length of vertical curve is 250.00 feet.

K=29.4

42+20.00
PVC -4.10 percent 1006.65

44+00.00
PVI 999.27

45+80.00
PVT +1.79 percent 1002.49

Length of vertical curve is 360.00 feet.

K=61.1

46+00.00
PVC +1.79 percent 1002.84

47+00.00
PVI 1004.63

48+00.00
PVT -2.37 percent 1002.26

Length of vertical curve is 200.00 feet.

K=48.1

48+40.00
PVC -2.37 percent 1001.31

49+40.00
PVI 998.94

50+40.00
PVT -4.52percent 994.42

Length of vertical curve is 200.00 feet.

K=93.0

51+16.24
PVC -4.52 percent 990.97

53+06.24
PVI 982.38

54+96.24
PVT +3.39 percent 988.82

Length of vertical curve is 380.00 feet.

K=48.0

56+50.25
PVC +3.39 percent 994.04

57+50.25
PVI 997.43

58+50.25
PVT +1.62 percent 999.05

Length of vertical curve is 200.00 feet.

K=113.0

63+00.00
PVC +1.62 percent 1006.34

65+50.00
PVI 1010.39

68+00.00
PVT +5.02 percent 1022.94

Length of vertical curve is 500.00 feet.

K=147.1

69+80.00
PVC +5.02 percent 1031.97

70+80.00
PVI 1036.99

71+80.00
PVT +1.75 percent 1038.74

Length of vertical curve is 200.00 feet.

K=61.2

71+89.88
PVI +1.75 percent 1038.91

**106**^{th} Street
Roundabout

77+30.07
PVI 1043.83

78+65.00
PVC +1.00 percent 1045.18

80+00.00
PVI 1046.53

81+35.00
PVT -1.59 percent 1044.38

Length of vertical curve is 270.00 feet.

K=104.2

81+35.00
PVC -1.59 percent 1044.38

82+00.00
PVI 1043.35

82+65.00
PVT -4.00percent 1040.75

Length of vertical curve is 130.00 feet.

K=53.9

87+70.00
PVC -4.00 percent 1020.55

89+20.00
PVI 1014.55

90+70.00
PVT +2.00 percent 1017.55

Length of vertical curve is 300.00 feet.

K=50.0

90+92.56
PVI +2.00 percent 1018.00

**Shoal Creek Parkway
Roundabout**

94+81.47 PVI 1024.30

94+81.47
PVC +2.00 percent 1024.30

95+56.47
PVI 1025.80

96+31.47
PVT +7.12 percent 1031.14

Length of vertical curve is 150.00 feet.

K=29.3

96+35.12
PVC +7.12 percent 1031.40

96+95.11
PVI 1035.67

97+55.11
PVT 3.12 percent 1037.54

Length of vertical curve is 120.00 feet.

K=30.0

**Right of way for N. Woodland
Avenue: **

Width of the right of way based
off of the new centerline of N. Woodland Avenue.

Feet Left Centerline
Station Feet Right

6+00.00 124.54

9+07.02 124.39

10+19.76 77.75

14+47.30 39.81

16+59.55 38.64

21+16.38 36.33

35+06.56 36.33

35+24.13 54.33

28.88 59+25.35

28.88 62+23.16

28.00 62+99.27

27.96 63+75.33

30.28 65+81.35

28.50 73+01.47

30.50 73+30.07

32.99 75+18.70

70.59 76+08.93

32.39 82+50.72

28.30 83+35.04

28.00 84+01.66

31.24 86+04.89

59.00 90+87.34

154.82 91+56.70

111.94 93+72.96

77.00 94+07.91

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