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Legislation #: 090157 Introduction Date: 2/26/2009
Type: Ordinance Effective Date: 3/22/2009
Sponsor: None
Title: Declaring it necessary to change and re-establish the grades of, and the relocation, opening, establishing and dedicating of Street Right of Way on North Gower Drive and Northwest 68th Street, Northwest Waukomis Drive, North Gower Drive Cul de Sac, Northwest Bryan Avenue, North Robinhood Lane, and Northwest 64th Street, all in Kansas City, Platte County, Missouri; and directing the City Clerk to cause a notice to be published as provided for herein.

Legislation History
DateMinutesDescription
2/25/2009 Filed by the Clerk's office
2/26/2009 Referred to Transportation and Infrastructure Committee
3/5/2009 Do Pass
3/5/2009 Assigned to Third Read Calendar
3/12/2009 Passed

View Attachments
FileTypeSizeDescription
090157.pdf Authenticated 397K AUTHENTICATED
Adv Notice Change Grade.doc Advertise Notice 20K Advertise Notice
1236 68th Gower Grd Chng Fact Sheet 02122009(2).xls Fact Sheet 66K Fact Sheet [revised 2.25.09]

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ORDINANCE NO. 090157

 

Declaring it necessary to change and re-establish the grades of, and the relocation, opening, establishing and dedicating of Street Right of Way on North Gower Drive and Northwest 68th Street, Northwest Waukomis Drive, North Gower Drive Cul de Sac, Northwest Bryan Avenue, North Robinhood Lane, and Northwest 64th Street, all in Kansas City, Platte 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 North Gower Drive and Northwest 68th Street, from Northwest 66th Terrace to Northwest Waukomis Drive; Northwest Waukomis Drive, from a point 437 feet west of Northwest Bryan Avenue to Northwest 68th Street; North Gower Drive Cul de Sac, from North Gower Drive to the south line of the northwest quarter of Section 21 Township 51 North Range 33 West; Northwest Bryan Avenue, from Northwest Waukomis Drive to a point 339 feet south of Northwest Waukomis Drive; North Robinhood Lane, from Northwest Waukomis Drive to a point 280 feet north of Northwest Waukomis Drive; and Northwest 64th Street, from a point 90 feet east of North Strathbury Avenue to Northwest 66th Terrace, all in Kansas City, Platte 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 on North Gower Drive and Northwest 68th Street, Northwest Waukomis Drive, North Gower Drive Cul de Sac, Northwest Bryan Avenue, North Robinhood Lane, and Northwest 64th Street, all in Kansas City, Platte County, Missouri; and

 

WHEREAS, the Council further finds the Director of Public Works, as evidenced by his issuing a Declaration of Necessity, No. 5477, adopted and entered on November 4th, 2008, has caused the plans and specifications for Project Number 89001236 - Street and Storm Water Improvements to Northwest 64th Street / North Gower Drive / Northwest 68th Street 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 North Gower Drive and Northwest 68th Street, from Northwest 66th Terrace to Northwest Waukomis Drive; Northwest Waukomis Drive, from a point 437 feet west of Northwest Bryan Avenue to Northwest 68th Street; North Gower Drive Cul de Sac, from North Gower Drive to the south line of the northwest quarter of Section 21 Township 51 North Range 33 West; Northwest Bryan Avenue, from Northwest Waukomis Drive to a point 339 feet south of Northwest Waukomis Drive; North Robinhood Lane, from Northwest Waukomis Drive to a point 280 feet north of Northwest Waukomis Drive; and Northwest 64th Street, from a point 90 feet east of North Strathbury Avenue to Northwest 66th Terrace, all being in Kansas City, Platte 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 March 1, 2009), and providing a period of thirty (30) days for remonstrance starting the same day as the first day of the publication of this ordinance.

 

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 Project Number 89001236, NW 64th Street / N. Gower Drive / NW 68th Street, Street Improvement Project, (Base Bid plans), (Add Alternate 1 plans), and (Add Alternate 2 plans), 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 of the Right of Way of North Gower Drive and Northwest 68th Street, from Northwest 66th Terrace to Northwest Waukomis Drive; Northwest Waukomis Drive, from a point 437 feet west of Northwest Bryan Avenue to Northwest 68th Street; North Gower Drive Cul de Sac, from North Gower Drive to the south line of the northwest quarter of Section 21 Township 51 North Range 33 West; Northwest Bryan Avenue, from Northwest Waukomis Drive to a point 339 feet south of Northwest Waukomis Drive; North Robinhood Lane, from Northwest Waukomis Drive to a point 280 feet north of Northwest Waukomis Drive; and Northwest 64th Street, from a point 90 feet east of North Strathbury Avenue to Northwest 66th Terrace, 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 changing and re-establishing of grades on North Gower Drive and Northwest 68th Street, from Northwest 66th Terrace to Northwest Waukomis Drive; Northwest Waukomis Drive, from a point 437 feet west of Northwest Bryan Avenue to Northwest 68th Street; North Gower Drive Cul de Sac, from North Gower Drive to the south line of the northwest quarter of Section 21 Township 51 North Range 33 West; Northwest Bryan Avenue, from Northwest Waukomis Drive to a point 339 feet south of Northwest Waukomis Drive; North Robinhood Lane, from Northwest Waukomis Drive to a point 280 feet north of Northwest Waukomis Drive; and Northwest 64th Street, from a point 90 feet east of North Strathbury Avenue to Northwest 66th Terrace, 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 (NAVD88 directrix), along with other pertinent alignment data, to-wit:

 

Station Elevation

 

North Gower Drive / NW 68th Street (Base Bid)

From centerline station (CL Sta.) 42+72.83 to CL Sta. 66+13.89

 

North Gower Drive CL Sta. 35+53.25 East line SE SEC 20 T51N R33W

CL Sta. 40+75.00 (350 ft. VC) VPC 920.28

+1.03%

 

CL Sta. 42+50.00 VPI 922.08

 

CL Sta. 42+72.83 Match line with

Add Alternate 2. (917.82)

Sheet # B05

 

CL Sta. 44+25.00 VPT 909.83

-7.00%

 

CL Sta. 45+15.09 (Curve to the right) PC

SPC: N 1110358.21, E 2754661.14

Delta = 72 degrees 21 minutes 46 seconds

R = 950.00 ft.

L = 1,199.82 ft.

 

Intersection of North Gower Drive CL Sta. 47+22.55 &

North Gower Drive Cul de Sac CL Sta. 1+00.00

CL Sta. 47+22.55 889.00

SPC: N 1110546.75, E 2754746.70

 

CL Sta. 52+09.91 PI

SPC: N 1111018.44, E 2754877.62

 

Intersection of NW 68th Street CL Sta. 52+75.48 &

NW Waukomis Drive CL Sta. 90+00.00

CL Sta. 52+75.48 850.19

SPC: N 1110916.17, E 2755147.60

 

CL Sta. 53+00.00 (400 ft. VC) VPC 848.58

-7.00%

 

CL Sta. 55+00.00 VPI 834.58

 

CL Sta. 57+00.00 VPT 832.40

-1.09%

 

CL Sta. 57+14.91 PT

 

SPC: N 1111012.18, E 2755572.41

NW 68th Street CL Sta. 58+45.00 (410 ft. VC) VPC 830.83

-1.09%

 

CL Sta. 60+50.00 VPI 828.60


CL Sta. 62+55.00 VPT 834.72

+2.98%

 

CL Sta. 63+85.93 VPI 838.62

+2.00%

 

CL Sta. 64+20.31 Match Existing

(839.31)

 

NW 68th Street CL Sta. 66+13.89

SPC: N 1111004.0881, E 2752528.7498 End of construction

 

NW 68th Street CL Sta. 70+90.56 East line SE SEC 21 T51N R33W

SPC: N 1110999.80, E 2756948.00

 

NW 68th Street CL Sta. 70+90.56, 3.49 ft. left SW Corner of the NE

SEC 21 T51N R33W

 

NW Waukomis Drive (Base Bid)

From CL Sta. 86+60.54 to CL Sta. 90+00.00

 

CL Sta. 86+32.48 (Curve to the right) PC

SPC: N 1111194.02, E 2754909.26

Delta = 15 degrees 29 minutes 41 seconds

R = 750.00 ft.

L = 202.82 ft.

 

CL Sta. 86+60.54 Begin construction 843.22

NW Waukomis Drive Match

Base Bid CL Sta. 86+60.54

As shown on

Add Alternate 1

Sheet A06

 

CL Sta. 87+34.52 PI

SPC: N 1111130.99, E 2754989.50

 

CL Sta. 87+90.00 (200 ft. VC) VPC 846.60

+2.61%

CL Sta. 88+35.31 PT

SPC: N 1111048.81, E 2755049.98

 

CL Sta. 88+90.00 VPI 849.21

 

CL Sta. 89+90.00 VPT 850.19

+0.98%


Intersection of NW Waukomis Drive CL Sta. 90+00.00 &

NW 68th Street CL Sta. 52+75.48

CL Sta. 90+00.00 850.29

SPC: N 1110916.17, E 2755147.60

 

North Gower Drive Cul de Sac (Base Bid)

From CL Sta. 1+00.00 to CL Sta. 2+16.78 and

from CL Sta. 5+07.02 to CL Sta. 5+56.29, 24.72 ft. Rt.

 

Intersection of North Gower Drive Cul de Sac CL Sta. 1+00.00 &

North Gower Drive CL Sta. 47+22.55

CL Sta. 1+00.00 Begin construction 889.00

SPC: N 1110546.75, E 2754746.70 -2.00%

 

CL Sta. 1+15.00 888.70

 

CL Sta. 1+30.00 (40.00 ft. VC) VPC 888.40

-2.00%

 

CL Sta. 1+48.73 (Curve to the right) PC

SPC: N 1110571.60, E 2754704.79

Delta = 45 degrees 02 minutes 46 seconds

R = 85.50 ft.

L = 67.22 ft.

 

CL Sta. 1+50.00 VPI 888.00

 

CL Sta. 1+70.00 VPT 886.24

-8.82%

 

CL Sta. 1+84.19 PI

SPC: N 1110589.68, E 2754674.29

 

CL Sta. 2+15.95 PT

SPC: N 1110624.04, E 2754665.54

 

CL Sta. 2+16.78 VPI Match Existing

End of construction 882.11

CL Sta. 5+07.02 Begin construction Match Existing

of Cul de Sac

 

CL Sta. 3+15.48 (Curve to the right) PC

SPC: N 1110720.49, E 2754640.97

Delta = 38 degrees 12 minutes 12.55 seconds

R = 500 ft.

L = 333.39 ft.

CL Sta. 4+88.64 PI

SPC: N 1110888.29, E 2754598.24

 

CL Sta. 5+33.20 14.57 ft. left 853.11

 

CL Sta. 5+56.29 24.72 ft. left 852.07

Center of Cul de Sac

 

CL Sta. 5+59.40 13.16 ft. left 851.26

 

CL Sta. 5+83.37 2.55 ft. left 850.10

 

CL Sta. 5+96.31 26.21 ft. right 849.46

 

CL Sta. 5+89.37 47.12 ft. right 849.54

 

CL Sta. 5+45.42 61.40 ft. right 851.00

 

CL Sta. 5+17.53 35.59 ft. right 855.21

 

CL Sta. 4+89.96 14.57 ft. right 857.03

 

CL Sta. 6+48.87 PT

SPC: N 1111046.59, E 2754668.43

 

NW Waukomis Drive (Add Alternate 1)

From CL Sta. 71+31.05 to CL Sta. 80+00.00

 

CL Sta. 70+00.77 (Curve to the left) PC

SPC: N 1112241.53, E 2753659.90

Delta = 2 degrees 48 minutes 06 seconds

R = 2664.25 ft.

L = 130.27 ft.

 

CL Sta. 70+65.92 PI

SPC: N 1112194.78, E 2753705.28

 

CL Sta. 71+31.05 PT Match existing &

SPC: N 1112150.31, E 2753752.89 Begin construction transition existing

Add Alternate 1 cross slope to

standard 2.00%

cross slope

 

CL Sta. 71+31.63 845.86

Match existing

 


CL Sta. 72+25.00 (250.00 ft. VC) VPC 846.27

+0.44%

 

CL Sta. 73+50.00 VPI 846.82

 

CL Sta. 73+58.27 (Curve to the left) PC

SPC: N 1111995.21, E 2753918.94

Delta = 4 degrees 53 minutes 44 seconds

R = 5000.00 ft.

L = 427.23 ft.

 

CL Sta. 74+75.00 VPT 845.11

-1.37%

 

Intersection of NW Waukomis Drive CL Sta. 75+68.69 &

NW Bryan Ave. CL Sta. 5+00.00

CL Sta. 75+68.69 843.82

SPC: N 1111866.59, E 2754078.99

 

CL Sta. 75+72.01 PI

SPC: N 1111849.30, E 2754075.14

 

CL Sta. 77+85.49 PT

SPC: N 1111717.26, E 2754243.22

 

Intersection of NW Waukomis Drive CL Sta. 78+18.02 &

N. Robinhood Lane. CL Sta. 5+00.00

CL Sta. 78+18.02 840.41

SPC: N 1111697.17, E 2754268.79

 

NW Waukomis Drive CL Sta. 79+63.15 East line NE SEC 20 T51N R33W

 

CL Sta. 80+00.00 (600.00 ft. VC) VPC 846.27

-1.37%

 

CL Sta. 83+00.00 VPI 833.80

 

CL Sta. 86+00.00 VPT 841.64

+2.61%

 

CL Sta. 86+32.48 (Curve to the right) PC Match

SPC: N 1111194.02, E 2754909.26 CL Sta. 86+32.48

Delta = 15 degrees 29 minutes 41 seconds As shown on

R = 750.00 ft. Base Bid Sheet 13

L = 202.82 ft.

 


CL Sta. 86+60.54 End construction 843.22

NW Waukomis Drive Match

Add Alternate 1 CL Sta. 86+60.54

As shown on

Base Bid Sheet 13

.

NW Bryan Ave. (Add Alternate 1)

From CL Sta. 1+61.02 to CL Sta. 5+00.00

 

CL Sta. 1+12.52 (Curve to the right) PC

SPC: N 1111626.09, E 2753787.97

Delta = 7 degrees 01 minutes 59.10 seconds

R = 500 ft.

L = 61.38 ft.

 

CL Sta. 1+43.24 PI

SPC: N 1111638.46, E 2753816.10

 

NW Bryan Ave. CL Sta. 1+61.02 Begin construction Match Existing

NW Bryan Ave. (843.85)

Add Alternate 1

 

CL Sta. 1+73.89 (Curve to the left) IPRC

SPC: N 1111647.30, E 2753845.52

Delta = 34 degrees 16 minutes 51.70 seconds

R = 250 ft.

L = 149.58 ft.

 

CL Sta. 2+00.00 (200.00 ft. VC) VPC 842.88

-2.50%

 

CL Sta. 2+50.99 PI

SPC: N 1111669.48, E 2753919.37

 

CL Sta. 3+00.00 VPI 840.38

 

CL Sta. 3+23.47 PT

SPC: N 1111729.40, E 2753967.89

 

CL Sta. 4+00.00 VPT 842.07

+1.69%

 

CL Sta. 4+80.00 VPI 843.42

+2.00%

 


Intersection of NW Bryan Ave. CL Sta. 5+00.00 &

NW Waukomis Drive CL Sta. 75+68.69

CL Sta. 5+00.00 End construction 843.82

SPC: N 1111866.59, E 2754078.99 NW Bryan Ave.

Add Alternate 1

 

N. Robinhood Ln. (Add Alternate 1)

From CL Sta. 5+00.00 to CL Sta. 7+80.53

 

Intersection of N. Robinhood Ln. CL Sta. 5+00.00 &

NW Waukomis Drive CL Sta. 78+18.02

CL Sta. 5+00.00 (Curve to the right) Begin construction Match Existing

SPC: N 1111697.17, E 2754268.79 N. Robinhood Ln. (840.41)

Add Alternate 1

 

CL Sta. 5+20.00 (240.00 ft. VC) VPC 840.01

-2.00%

 

CL Sta. 6+01.58 (Curve to the left) PC

SPC: N 1111777.04, E 2754331.54

Delta = 37 degrees 46 minutes 03 seconds

R = 250 ft.

L = 164.79 ft.

 

CL Sta. 6+40.00 VPI 837.61

 

CL Sta. 6+87.09 PI

SPC: N 1111844.29, E 2754384.37

 

CL Sta. 7+60.00 VPT 845.15

+6.28%

 

CL Sta. 7+66.37 PT

SPC: N 1111929.80, E 2754384.95

 

CL Sta. 7+80.53 End construction Match Existing

N. Robinhood Ln. (846.44)

Add Alternate 1

 

NW 64th Street / North Gower Drive (Add Alternate 2)

From CL Sta. 11+91.75 to CL Sta. 42+72.83

 

CL Sta. 10+00.00 Point 10 For alignment

SPC: N 1108434.98, E 2752318.41

 


CL Sta. 11+91.75 Begin construction Match existing

SPC: N 1108446.9036, E 2752528.7498 Add Alternate 2 (972.61)

 

CL Sta. 12+10.00 (300.00 ft. VC) VPC 971.57

-5.78%

 

CL Sta. 12+44.32 PC

SPC: N 1108450.17, E 2752562.26

Delta = 4 degrees 37 minutes 35.04 seconds

R = 2135.00 ft.

L = 172.39 ft.

 

CL Sta. 13+30.56 PI

SPC: N 1108455.53, E 2752648.33

 

CL Sta. 13+60.00 VPI 962.89

 

CL Sta. 14+16.71 PT

SPC: N 1108453.93, E 2752734.56

 

CL Sta. 15+10.00 VPT 963.04

+0.10%

 

CL Sta. 15+20.00 (70.00 ft. VC) VPC 963.05

+0.10

 

CL Sta. 15+80.00 VPI 963.11

 

CL Sta. 16+40.00 VPT 964.20

+1.82%

 

CL Sta. 18+98.66 PC

SPC: N 1108445.00, E 2753216.43

Delta = 72 degrees 54 minutes 32.62 seconds

R = 1100.00 ft.

L = 1399.75 ft.

 

CL Sta. 19+89.38 (560 ft. VC) VPC 970.56

+1.82

 

CL Sta. 22+69.38 VPI 975.64

 

NW 64th Street CL Sta. 25+49.38 VPT 953.61

-7.87%

 


North Gower Drive CL Sta. 27+11.27 PI

SPC: N 1108429.93, E 2754028.90

 

CL Sta. 30+10.00 (260 ft. VC) VPC 917.35

-7.87%

 

CL Sta. 31+40.00 VPI 907.12

CL Sta. 32+70.00 (290 ft. VC) VPT/VPC 903.12

-3.08%

 

CL Sta. 32+98.42 PT

SPC: N 1109202.09, E 2754282.07

 

CL Sta. 34+15.00 VPI 898.66

 

CL Sta. 35+53.25 East line SE SEC 20 T51N R33W

CL Sta. 35+60.00 VPT 901.38

+1.88%

 

CL Sta. 35+70.00 (160 ft. VC) VPC 901.96

+1.88%

 

CL Sta. 36+50.00 VPI 903.07

CL Sta. 37+30.00 VPT 907.43

+1.88%

 

CL Sta. 38+10.00 (260 ft. VC) VPC 911.80

+5.46%

 

CL Sta. 39+40.00 VPI 918.89

CL Sta. 40+70.00 VPT 920.23

+1.03%

 

CL Sta. 40+75.00 (350 ft. VC) VPC 920.28

+1.03%

 

CL Sta. 42+50.00 VPI 922.08

 

CL Sta. 42+72.83 Match line with Base Bid Sheet # 9

End construction

Add Alternate 2 (917.82)


CL Sta. 44+25.00 VPT 909.83

-7.00%

 

Section 5. 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