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Legislation #: 100389 Introduction Date: 5/6/2010
Type: Ordinance Effective Date: none
Sponsor: None
Title: Declaring it necessary to change and re-establish the grades of N. Bennington Avenue, located between NE Parvin Road northerly to NE 48th Street, all in Kansas City, Clay County, Missouri; and directing the City Clerk to cause a notice to be published as provided for herein.

Legislation History
DateMinutesDescription
5/4/2010 Filed by the Clerk's office
5/6/2010 Referred to Transportation and Infrastructure Committee
5/13/2010 Do Pass
5/13/2010 Add to Consent Docket
5/20/2010 Passed

View Attachments
FileTypeSizeDescription
100389NOTICE.pdf Advertise Notice 62K NOTICE
100389.pdf Authenticated 157K AUTHENTICATED
http://kansascity.granicus.com/ViewSearchResults.php?view_id=2&keywords=100389 Website Link 0K http://kansascity.granicus.com/ViewSearchResults.php?view_id=2&keywords=100389
8157 Grd Fact_Sheet.xls Fact Sheet 82K st grade fact sheet

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ORDINANCE NO. 100389

 

Declaring it necessary to change and re-establish the grades of N. Bennington Avenue, located between NE Parvin Road northerly to NE 48th Street, 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. Bennington Avenue in Kansas City, Clay County, Missouri, be changed and re-established; and

WHEREAS, the Council further finds the Director of Public Works, as evidenced by his issuing a Declaration of Necessity, No. 5492, adopted and entered on April 23, 2010, has caused the plans and specifications for Project Number 089008157, Street and Storm Water Improvements 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 N. Bennington Avenue, from a point beginning approximately 135.24 feet north of the centerline of NE 44th Street; thence approximately 2198 feet north, 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 grade changes shall be of the nature described and specified in, and shall be done in accordance with the plans and specifications certified by the City Engineer under the supervision of the Director of Public Works and identified as KCMO Project Number 089008157, N. Bennington Avenue, Street Improvements, the same being on file in the Office of the Director of Public Works and being incorporated herein by reference.

Section 3. That the changing and re-establishing of grades 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 streets on the proposed project centerline stationing of each respective right-of-way, 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 (NAVD 88 directrix), along with other pertinent alignment data, to-wit:

All grade points are on the new centerline of N. Bennington Avenue as found in said plans in the office of the Director of Public Works. The horizontal alignment of centerline for N. Bennington are as follows:

P.O.B. Sta. 1+00, N 1093731.4920 E 2787860.7120;

P.I. Sta. 2+79.00, N 1093910.6540, E 2787862.6180;

P.I. Sta. 5+30.08, N 1094161.5490, E 2787864.8410;

P.I. Sta. 9+62.86, N 1094594.3110, E 2787869.1400;

P.I. Sta. 12+83.07, N 1094914.5160, E 278871.0100;

P.C. Sta. 15+08.44, N 1095139.8610, E 2787874.0560, Radius = 8000 ft;

P.R.C. Sta.18+00.76, N 1095432.0190, E 2787883.3450, Radius = 8500 ft;

P.R.C. Sta. 25+70.72, N 1096201.7120, E 2787887.0120, Radius = 3000 ft;

P.T. Sta. 27+20.18, N 1096351.1360, E 2787884.6780;

P.C. Sta. 34+37.60, N 1097068.5230, E 2787891.3440, Radius = 500 ft;

P.R.C. Sta. 35+46.98, N 1097176.9200, E 2787904.2680, Radius = 500 ft;

P.T. Sta. 36+52.86, N 1097281.8170, E 2787917.1480;

P.O.E. Sta. 38+50.00, N 1097478.9240, E 2787920.3600

All grade points for N. Bennington Avenue are shown to wit: 

N. Bennington Avenue

STATION ELEVATION

14+85.24, PVI=El. 896.35 (match existing ground)

14+90.00, PVC=El. 896.52

15+65.00, PVI-El. 899.16

16+40.00, PVT=El. 903.80

 

Except that the grade planes meeting at Sta. 15+65.00 shall be connected

by a vertical curve of 150 feet in length.

 


16+62.50, PVC=El. 905.19

18+00.00, PVI=El. 913.68

19+37.50.00, PVT-El. 912.31

 

Except that the grade planes meeting at Sta. 18+00.00 shall be connected

by a vertical curve of 275 feet in length.

 

20+00, El. 910.60

20+77.50, PVC=El. 910.91

21+90.00, PVI=El. 909.78

23+02.50, PVT=El. 900.78

 

Except that the grade planes meeting at Sta. 21+90.00 shall be connected

by a vertical curve of 225 feet in length.

 

23+60.00, El. 896.18

24+15.00, PVC=El. 891.78

25+15.00, PVI-El. 883.78

26+15.00, PVT=El. 884.78

 

Except that the grade planes meeting at Sta. 25+15.00 shall be connected

by a vertical curve of 200 feet in length.

 

26+60.00, El. 885.23

27+40.00, PVC=El. 886.03

27+90.00, PVI-El. 886.53

28+40.00, PVT=El. 886.02

 

Except that the grade planes meeting at Sta. 27+90.00 shall be connected

by a vertical curve of 100 feet in length.

 

27+40.00, PVC=El. 886.03

27+90.00, PVI-El. 886.53

28+40.00, PVT=El. 886.02

 

Except that the grade planes meeting at Sta. 27+90.00 shall be connected

by a vertical curve of 100 feet in length.

 

29+25.00, PVC=El. 885.15

29+75.00, PVI-El. 884.64

30+25.00, PVT=El. 885.14

 

Except that the grade planes meeting at Sta. 29+75.00 shall be connected

by a vertical curve of 100 feet in length.


31+00, El. 885.89

32+05.00, PVC=El. 886.95

32+55.00, PVI-El. 887.45

33+05.00, PVT=El. 886.94

 

Except that the grade planes meeting at Sta. 32+55.00 shall be connected

by a vertical curve of 100 feet in length.

 

34+00, El. 885.97

35+27.50, PVC=El. 884.67

35+65.00, PVI=El. 884.29

36+02.50, PVT=El. 884.93

 

Except that the grade planes meeting at Sta. 35+65.00 shall be connected

by a vertical curve of 75 feet in length.

36+82.44, PVI=El. 886.29 (match existing ground)

Section 4. That this ordinance shall become effective as provided in Section 88.917, RSMo.

_________________________________________________

Approved as to form and legality:

 

 

______________________________

Brian T. Rabineau

Assistant City Attorney