ORDINANCE NO. 150405

 

Declaring it necessary to change and re-establish the grades and relocate portions of 22nd and 23rd Street, Park Avenue, Olive Street, Prospect Avenue and Montgall Avenue, as well as to open, establish and dedicate street right of way for the "22nd - 23rd Street Connecter – Brooklyn Avenue to Chestnut Avenue" as identified as KCMO Project Number 89008009, all in Kansas City, Jackson County, Missouri; directing the City Clerk to cause a notice to be published as provided for herein; and after a thirty day period for remonstrance has ended and no remonstrance has been filed, also provided for herein, the City Clerk is further directed to cause this ordinance to be recorded in the Office of the Recorder of Deeds for Kansas City, Jackson County, Missouri.

 

WHEREAS, the Council finds that for the public good it is necessary that the grades on 22nd and 23rd Street from Brooklyn Avenue to Chestnut Avenue, and on Park Avenue, Olive Street, Prospect Avenue and Montgall Avenue, where they intersect 22nd and 23rd Street, all in Kansas City, Jackson 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 the "22nd - 23rd Street Connecter – Brooklyn Avenue to Chestnut Avenue", all in Kansas City, Jackson County, Missouri; and

 

WHEREAS, the Council further finds the Director of Public Works, as evidenced by her issuing a Declaration of Necessity, No. 5524, adopted and entered on May 26th, 2015, has caused the plans and specifications for Project Number 89008009 – "22nd - 23rd Street Connecter – Brooklyn Avenue to Chestnut Avenue" to be prepared; 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 22nd and 23rd Street, in the area between Brooklyn Avenue and Chestnut Avenue, all being in Kansas City, Jackson 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 City Engineer under the supervision of the Director of Public Works and identified as KCMO Project Number 89008009 – "22nd - 23rd Street Connecter – Brooklyn Avenue to Chestnut Avenue", 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 22nd and 23rd Street, in the area between Brooklyn Avenue and Chestnut Avenue, all being in Kansas City, Jackson 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 of 22nd and 23rd Street from Brooklyn Avenue to Chestnut Avenue, and of Park Avenue, Olive Street, Prospect Avenue and Montgall Avenue, where they intersect 22nd and 23rd Street is hereby declared established; and construction thereof 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, width, horizontal, and vertical location of the Right of Way of said streets on the proposed project centerline stationings, as found on said plans, said centerlines being described by project coordinates, control points, and stationing; said grade points also being connected by straight grades (tangents) or vertical curves between such grade points, the elevations of which are herein given below in feet (NAD 1983 and NAVD 1988), along with other pertinent alignment data as found on the “Survey and Roadway Alignment Control 1”, sheet C005 of said plans

 

KC Metro Control Station “JA-107”

State Plane Coordinates:

N 322174.881m

E 845811.519m

Elev. 290.1m

 

1 Meter = 3.28083333 U.S. Survey Feet

Grid Factor = 0.9999010

Project Coordinates = State Plane Coordinates/Grid Factor

 

Project Coordinates “JA-107” (U.S. Survey Feet)

N 1057106.742

E 2775241.371

Elev. 951.77

 

All grade points, and horizontal and vertical alignments on the new centerlines for the "22nd - 23rd Street Connecter – Brooklyn Avenue to Chestnut Avenue" project, as well as new right of way widths based off of said centerlines, as found in said plans in the Office of the Director of Public Works, and as herein described, are hereby declared established and are hereby described as follows:

 

Centerline for 22nd Street/23rd Street:

 

Point of Commencement of the centerline of 22nd Street/23rd Street is centerline Station 0+00.00, said point also being the Beginning of Roadway Alignment,

 

Project Coordinates (PC) N 1062863.65, E 2772613.95;

 

thence S 87 degrees 32 minutes 26 seconds E, a distance of 235.95 feet to a point at Station 2+35.95, said point being the Beginning of Full Depth Roadway Construction,

 

PC N 1062853.60, E 2772849.69;

 

thence continuing S 87 degrees 32 minutes 26 seconds E, a distance of 355.73 feet to a point of curvature at Station 5+91.68,

 

PC N 1062838.26, E 2773205.09;

 

thence along a curve to the right, having a central angle of 49 degrees 20 minutes 09 seconds, a radius of 500.00 feet (radius point = PC N 1062338.72, E 2773183.63), and an arc length of 430.54 feet to a point of reverse curvature at Station 10+22.22,

 

PC N 1062645.75, E 2773577.08,

 

thence continuing along a curve to the left, having a central angle of 49 degrees 20 minutes 08 seconds, a radius of 500.00 feet (radius point = PC N 1062957.20, E 2773969.44), and an arc length of 430.53 feet to a point of tangency at Station 14+52.75,

 

PC N 1062460.97, E 2773908.08;

 

thence S 87 degrees 32 minutes 25 seconds E, a distance of 576.03 feet to a point at Station 20+28.78, said point being the End of Full Depth Roadway Construction,

 

PC N 1062432.94, E 2774523.48;

 

thence continuing S 87 degrees 32 minutes 25 seconds E, a distance of 43.23 feet to a point at Station 20+72.01, said point being the End of Roadway Alignment,

 

PC N 1062432.08, E 2774566.71;

 

and the end of the 22nd - 23rd Street segment of the project.

 

Street grades for 22nd Street/23rd Street:

 

Begin construction at Sta. 0+00.00, match grade as shown on plans.

 

STATION SLOPE ELEVATION

 

0+00.00 -3.99 percent Existing Grade

0+75.00, PVC -3.99 percent 932.54

1+25.00, VPI K = 38.02 930.85

1+75.00, PVT -6.02 percent 927.84

 

Length of vertical curve is 100 feet.

 

2+25.00, PVC -6.02 percent 924.83

 

2+35.95, PVC -5.24 percent 923.98

(2+35.95: Beginning of Full Depth Roadway Reconstruction)

2+60.00, PVC -5.24 percent 922.67

3+50.00, VPI K = 120.32 917.30

4+75.00, PVT -8.10 percent 907.18

 

Length of vertical curve is 250 feet.

 

5+70.00, PVC -8.10 percent 899.48

6+70.00, VPI K = 27.40 891.38

7+70.00, PVT -0.80 percent 890.58

 

Length of vertical curve is 200 feet.

 

8+37.50, PVC -0.80 percent 890.04

9+00.00, VPI K = 40.98 889.54

9+62.50, PVT +2.25 percent 890.95

 

Length of vertical curve is 125 feet.

 

13+60.00, PVC +2.25 percent 899.91

13+75, VPI K = 112.84 900.25

13+90.00, PVT +1.99 percent 900.55

 

Length of vertical curve is 30 feet.

 

14+12.71, PVC -1.02 percent 901.00

 

14+30.00, PVC -1.02 percent 900.52

14+45.00, VPI K = 9.16 900.67

14+60.00, PVT +2.25 percent 901.01

 

Length of vertical curve is 30 feet.

 

15+50.00, PVC +2.25 percent 903.04

16+00.00, VPI K = 18.77 904.16

16+50.00, PVT +7.58 percent 907.95

 

Length of vertical curve is 100 feet.

 

16+70.00, PVC +7.58 percent 909.47

17+00.00, VPI K = 11.83 911.74

17+30.00, PVT +2.51 percent 912.49

 

Length of vertical curve is 60 feet.

 

17+45.00, PVC +2.51 percent 912.87

17+75.00, VPI K = 8.58 913.62

18+05.00, PVT +9.50 percent 916.47

 

Length of vertical curve is 60 feet.

 

19+50.00, PVC +9.50 percent 930.25

20+00.00, VPI K = 15.89 935.00

20.28.78: Match Existing Grade +/- 936.14

20+50.00, PVT +3.21 percent 936.61

20+72.01: End of Project 937.31

 

Length of vertical curve is 100 feet.

 

End construction at Sta. 20+28.78, match grade as shown on plans.

 

New Right of Way for 22nd Street/23rd Street:

 

Width of new Right of Way is based off of the new centerline of 22nd Street/23rd Street.

 

Feet Left Centerline Station Feet Right

Existing 0+00.00 Existing

Existing = 30.00 1+00.00 Existing = 30.00

5+91.60 30.00 RT

6+31.69 30.00 RT

38.83 LT 6+82.32

32.50 LT 6+83.45

7+01.47 51.10 RT

7+17.62 32.50 RT

32.50 LT 8+36.37

8+39.68 32.50 RT

8+56.93 32.50 RT

32.50 LT 9+70.77

10+22.22 32.50 RT

10+38.87 32.50 RT

32.50 LT 10+42.06

11+04.01 32.50 RT

32.50 LT 12+15.49

32.50 LT 12+32.21

12+46.56 32.50 RT

12+60.83 32.50 RT

32.50 LT 12+71.45

40.00 LT 12+79.39

13+00.44 32.50 RT

13+09.39 42.00 RT

40.00 LT 13+61.54

40.59 LT 13+65.12

13+67.15 42.00 RT

13+80.47 54.61 RT

Existing 14+50.00 Existing

Existing = 30.00 15+00.00 Existing = 30.00

 

Centerline for Park Avenue:

 

Point of Commencement of the centerline of Park Avenue is Park Avenue centerline station 9+00.00, said point also being the Beginning of Roadway Alignment,

 

Project Coordinates (PC) N 1062749.47, E 2772941.92;

 

thence N 02 degrees 37 minutes 47 seconds E, a distance of 24.93 feet to a point at Station 9+24.93, said point being the Beginning of Roadway Construction,

 

PC N 1062774.37, E 2772943.06;

 

thence continuing N 02 degrees 37 minutes 47 seconds E, a distance of 75.07 feet to a point at Station 10+00.00, said point being the intersection of Park Avenue centerline station 10+00.00 and 22nd Street/23rd Street centerline station 3+32.86,

 

PC N 1062849.37, E 2772946.51;

 

thence continuing N 02 degrees 37 minutes 47 seconds E, a distance of 79.93 feet to a point at Station 10+79.93, said point being the End of Roadway Construction,

 

PC N 1062929.93, E 2772950.17,

 

thence continuing N 02 degrees 37 minutes 47 seconds E, a distance of 20.07 feet to a point at Station 11+00.00, said point being the End of Roadway Alignment,

 

PC N 1062929.93, E 2772950.17,

 

and the end of the Park Avenue segment of the project.

 

Street grades for Park Avenue:

 

Begin construction at Sta. 9+24.93, match grade as shown on plans.

 

STATION SLOPE ELEVATION

 

9+24.93 -5.04 percent Match Existing Grade

 

9+60.00, PVC -5.04 percent 917.39

9+70.00, VPI K = 2.84 916.89

9+80.00, PVT +2.00 percent 917.09

 

Length of vertical curve is 20 feet.

 

10+00 -2.00 percent 917.49

(Park Avenue centerline Station 10+00.00 is 22nd Street/23rd Street centerline Station 3+32.86)

 

10+20.00, PVC -2.00 percent 917.09

10+30.00, VPI K = 3.25 916.89

10+40.00, PVT +4.16 percent 917.31

 

Length of vertical curve is 20 feet.

 

10+79.93 +4.16 percent Match Existing Grade

End construction at Sta. 10+79.93, match grade as shown on plans.

 

Centerline for Olive Street:

 

Point of Commencement of the centerline of Olive Street is Olive Street centerline station 8+00.00, said point also being the Beginning of Roadway Alignment,

 

Project Coordinates (PC) N 1062630.94, E 2773265.02;

 

thence N 02 degrees 03 minutes 43 seconds E, a distance of 86.54 feet to a point at Station 8+86.54, said point being the Beginning of Roadway Construction,

 

PC N 1062717.43, E 2773268.13;

 

thence continuing N 02 degrees 03 minutes 43 seconds E, a distance of 113.46 feet to a point at Station 10+00.00, said point being the intersection of Olive Street centerline station 10+00.00 and 22nd Street/23rd Street centerline station 6+59.27,

 

PC N 1062830.81, E 2773272.21;

 

thence continuing N 02 degrees 03 minutes 43 seconds E, a distance of 109.77 feet to a point at Station 11+09.77, said point being the End of Roadway Construction,

 

PC N 1062940.51, E 2773276.16,

 

thence continuing N 02 degrees 03 minutes 43 seconds E, a distance of 90.23 feet to a point at Station 12+00.00, said point being the End of Roadway Alignment,

 

PC N 1062929.93, E 2772950.17,

 

and the end of the Olive Street segment of the project.

 

 

Street grades for Olive Street:

 

Begin construction at Sta. 8+86.54, match grade as shown on plans.

 

STATION SLOPE ELEVATION

 

8+86.54 -5.54 percent Match Existing Grade

 

9+60.00, PVC -5.54 percent 894.04

9+70.00, VPI K = 3.21 893.49

9+80.00, PVT +0.70 percent 893.56

 

Length of vertical curve is 20 feet.

 

10+00 +0.50 percent 893.70

(Olive Street centerline Station 10+00.00 is 22nd Street/23rd Street centerline Station 6+59.27)

 

10+20.00, PVC +0.50 percent 893.80

10+30.00, VPI K = 42.16 893.85

10+40.00, PVT +0.97 percent 893.95

 

Length of vertical curve is 20 feet.

 

10+55.71, PVC +0.97 percent 894.10

10+80.71, VPI K = 27.11 894.34

11+05.71, PVT -0.87 percent 894.13

 

Length of vertical curve is 50 feet.

 

11+09.77 -0.87 percent Match Existing Grade

End construction at Sta. 11+09.77, match grade as shown on plans.

 

Centerline for Prospect Avenue:

 

Point of Commencement of the centerline of Prospect Avenue is Prospect Avenue centerline station 8+00.00, said point also being the Beginning of Roadway Alignment,

 

Project Coordinates (PC) N 1062261.14, E 2773899.94;

 

thence N 02 degrees 20 minutes 00 seconds E, a distance of 26.12 feet to a point at Station 8+26.12, said point being the Beginning of Roadway Construction,

 

PC N 1062287.24, E 2773901.01;

 

thence continuing N 02 degrees 20 minutes 00 seconds E, a distance of 173.88 feet to a point at Station 10+00.00, said point being the intersection of Prospect Avenue centerline station 10+00.00 and 22nd Street/23rd Street centerline station 14+12.71,

 

PC N 1062460.97, E 2773908.08;

 

thence continuing N 02 degrees 20 minutes 00 seconds E, a distance of 81.43 feet to a point at Station 10+81.43, said point being the End of Roadway Construction,

 

PC N 1062542.34, E 2773911.40,

 

thence continuing N 02 degrees 20 minutes 00 seconds E, a distance of 118.57 feet to a point at Station 12+00.00, said point being the End of Roadway Alignment,

 

PC N 1062660.81, E 2773916.23,

 

and the end of the Prospect Avenue segment of the project.

 

Street grades for Prospect Avenue:

 

Begin construction at Sta. 8+26.12, match grade as shown on plans.

 

STATION SLOPE ELEVATION

 

8+26.12 -4.50 percent Match Existing Grade

 

8+53.87, PVC -4.50 percent 902.73

8+78.87, VPI K = 12.50 901.61

9+03.87, PVT -0.50 percent 901.49

 

Length of vertical curve is 50 feet.

 

10+00 -1.33 percent 893.70

(Prospect Avenue centerline Station 10+00.00 is 22nd Street/23rd Street centerline Station 14+12.71)

 

10+81.43 -1.33 percent Match Existing Grade

End construction at Sta. 10+81.43, match grade as shown on plans.

 

Centerline for Montgall Avenue:

 

Point of Commencement of the centerline of Montgall Avenue is Montgall Avenue centerline station 8+00.00, said point also being the Beginning of Roadway Alignment,

 

Project Coordinates (PC) N 1062245.40, E 2774229.10;

 

thence N 02 degrees 21 minutes 11 seconds E, a distance of 90.24 feet to a point at Station 8+90.24, said point being the Beginning of Roadway Construction,

 

PC N 1062335.56, E 2774232.81;

 

thence continuing N 02 degrees 21 minutes 11 seconds E, a distance of 109.76 feet to a point at Station 10+00.00, said point being the intersection of Montgall Avenue centerline station 10+00.00 and 22nd Street/23rd Street centerline station 17+42.35,

 

PC N 1062445.23, E 2774237.31;

 

thence continuing N 02 degrees 21 minutes 11 seconds E, a distance of 105.05 feet to a point at Station 11+05.05, said point being the End of Roadway Construction,

 

PC N 1062550.19, E 2774241.63,

 

thence continuing N 02 degrees 21 minutes 11 seconds E, a distance of 94.95 feet to a point at Station 12+00.00, said point being the End of Roadway Alignment,

 

PC N 1062645.06, E 2774245.52,

 

and the end of the Montgall Avenue segment of the project.

 

Street grades for Montgall Avenue:

 

Begin construction at Sta. 8+90.24, match grade as shown on plans.

 

STATION SLOPE ELEVATION

 

8+90.24 +0.86 percent Match Existing Grade

 

9+15.00, PVC +0.86 percent 912.39

9+35.00, VPI K = 21.14 912.57

9+55.00, PVT -1.04 percent 912.36

 

Length of vertical curve is 40 feet.

 

9+60.00, PVC -1.04 percent 912.30

9+70.00, VPI K = 6.59 912.20

9+80.00, PVT +2.00 percent 912.40

 

Length of vertical curve is 20 feet.

 

10+00 +2.00 percent 912.80

(Montgall Avenue centerline Station 10+00.00 is 22nd Street/23rd Street centerline Station 17+42.35)

 

10+20.00, PVC +2.00 percent 912.40

10+30.00, VPI K = 4.04 912.20

10+40.00, PVT +2.95 percent 912.50

 

Length of vertical curve is 20 feet.

 

11+05.05 +2.95 percent Match Existing Grade

End construction at Sta. 11+05.05, match grade as shown on plans.

 

Section 5. All easements located within street right of way are subordinate to street right of way.

 

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

 

Section 7. That upon the effective date of this ordinance, and after the thirty day period for remonstrance has ended and no remonstrance has been filed, the City Clerk is hereby directed to cause this ordinance to be recorded in the Office of the Recorder of Deeds for Kansas City, Jackson County, Missouri.

 

___________________________________________

 

 

Approved as to form and legality:

______________________________

Austin Steelman

Assistant City Attorney