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Legislation #: 180405 Introduction Date: 5/24/2018
Type: Ordinance Effective Date: none
Sponsor: None
Title: Declaring it necessary to change and re-establish the grades on portions of Old Tiffany Springs Road, and Donovan Drive, to relocate portions of Old Tiffany Springs Road, as well as to open, establish and dedicate street right of way for Project No. 89008153, “Old Tiffany Springs Road and Donovan Drive”, in Kansas City, Platte 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, Platte County, Missouri.

Legislation History
DateMinutesDescription
5/22/2018 Filed by the Clerk's office
5/24/2018 Referred to Transportation & Infrastructure Committee
6/7/2018 Advance and Do Pass, Debate
6/7/2018 Passed

View Attachments
FileTypeSizeDescription
180405.pdf Recorded Info 370K Recorded Information
Project Manual 0K Project Manual on file in the Office of the City Clerk
Grade Chng 89008153 Old Tiffany Springs Rd and Donovan Dr Air Photo.pdf Maps 1614K Grade Chng 89008153 Old Tiffany Springs Rd and Donovan Dr Air Photo
Grade Chng 89008153 Old Tiffany Springs Rd and Donovan Dr Map.pdf Maps 1157K Grade Chng 89008153 Old Tiffany Springs Rd and Donovan Dr Map
Grade Chng Fact Sheet 89008153, Old Tiffany Springs Rd and Donovan Dr.xlsx Fact Sheet 23K Grade Chng Fact Sheet 89008153, Old Tiffany Springs Rd and Donovan Dr

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ORDINANCE NO. 180405

 

Declaring it necessary to change and re-establish the grades on portions of Old Tiffany Springs Road, and Donovan Drive, to relocate portions of Old Tiffany Springs Road, as well as to open, establish and dedicate street right of way for Project No. 89008153, “Old Tiffany Springs Road and Donovan Drive”, in Kansas City, Platte 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, Platte County, Missouri.

 

WHEREAS, the Council finds that for the public good it is necessary that the grades on Old Tiffany Springs Road, and Donovan Drive, from N. Congress Avenue to N. Skyview Avenue, 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 portions of Old Tiffany Springs Road, as well as to open, establish and dedicate street right of way for Project No. 89008153, “Old Tiffany Springs Road and Donovan Drive”, all in Kansas City, Platte 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 Old Tiffany Springs Road, and Donovan Drive, in the area between N. Congress Avenue and N. Skyview Avenue, 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 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. 89008153, “Old Tiffany Springs Road and Donovan Drive”, 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. 89008153, “Old Tiffany Springs Road and Donovan Drive”, all being in Kansas City, Platte 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 ground 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

 

All Coordinates shown hereon are project ground coordinates given in U.S. survey feet. To convert project ground coordinates to Missouri State Plane Coordinate System of 1983 (NAD83) west zone with an applied project grid combined adjustment factor (CAF) of 0.999896827. (Coordinates shown x CAF = state plane coordinates)

 

Vertical Control

 

Project Bench Marks

Project Bench Mark 1: Chiseled Square on the N.E. corner of a concrete base of a metal electric power pole. First pole north of the substation east of the intersection of Old Tiffany Springs Road and N. Congress Avenue.

 

N: 1126957.68 E: 2741763.44

 

Elevation = 1053.32

Elevations are based upon USGS NAVD 88 Datum.

 

Project Bench Mark 2: Two inch aluminum electrical conduit monument on the south back of curb of an island on the east side of the intersection of N.W. Old Tiffany Springs Road and N.W. Skyview Avenue.

 

N: 1126981.65 E: 2744960.05

 

Elevation = 1060.41

Elevations are based upon USGS NAVD 88 Datum.

 

All grade points are on the new centerlines of Old Tiffany Springs Road and Donovan Drive, as herein described, and as found in said plans in the office of the Director of Public Works, are as follows:

 

Centerline of Old Tiffany Springs Road:

 

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 Old Tiffany Springs Road, lying in the east half of Section 1, township 51 north, range 34 west of the fifth principal meridian, and the west half of Section 6, township 51 north, range 33 west of the fifth principal meridian, in the municipality of Kansas City, Platte County, Missouri, and being more particularly described as follows:

 

Beginning at the northwest corner of the southeast quarter of section 1-51-34 west, said point being Old Tiffany Springs Road Centerline Station 127+06.39,

 

PC N 1127012.2700, E 2741346.3490;

 

 

Thence north 89 degrees 59 minutes 47 seconds east along the north line of said southeast quarter a distance of 642.61feet to the beginning of full depth pavement construction at Centerline Station 133+48.00,

 

PC N 1127012.3093, E 2741987.9590;

 

Thence continuing north 89 degrees 59 minutes 47 seconds east along the north line of said southeast quarter a distance of 452.00 feet to a point of curvature at Centerline Station 138+00.00,

 

PC N 1127012.3370, E 2742439.9597;

 

Thence along a curve to the right, having a central angle of 18 degrees 12 minutes 43 seconds, a radius of 1,000.0 feet, and an arc length of 317.86 feet to a point of reverse curvature at Centerline Station 141+17.86,

 

PC N 1126962.2623, E 2742752.4979;

 

Thence along a curve to the left, having a central angle of 28 degrees 18 minutes 02 seconds, a radius of 1,000.0 feet, and an arc length of 493.94 feet to a point of tangency at Centerline Station 146+11.80,

 

PC N 1126927.6598, E 2743240.2029;

 

Thence north 79 degrees 54 minutes 29 seconds east a distance of 9.69 feet to the beginning of bridge construction, at Centerline Station 146+21.49,

 

PC N 1126929.3585, E 2743249.7476;

 

Thence north 79 degrees 54 minutes 29 seconds east a distance of 377.62 feet to the end of bridge construction, at Centerline Station 149+99.11,

 

PC N 1126995.5271, E 2743621.5193;

 

Thence continuing north 79 degrees 54 minutes 29 seconds east a distance of 31.47 feet to a point of curvature at Centerline Station 150+30.58,

 

PC N 1127001.0427, E 2743652.5086;

 

Thence along a curve to the right, having a central angle of 11 degrees 08 minutes 51 seconds, a radius of 1,000.0 feet, and an arc length of 194.56 feet to a point of tangency at Centerline Station 152+25.15,

 

PC N 1127016.3451, E 2743846.1609;

 

Thence south 88 degrees 56 minutes 40 seconds east a distance of 964.85 feet to a point, said point being the end of construction at Centerline Station 161+90.00,

 

PC N 1126998.5684, E 2744810.8506;

 

Thence continuing south 88 degrees 56 minutes 40 seconds east a distance of 70.32 feet to a point at Centerline Station 162+60.32, said point being the intersection of the centerlines of Old Tiffany Springs Road and N. Skyview Avenue,

 

PC N 1126997.2728, E 2744881.1591;

 

Thence continuing south 78 degrees 47 minutes 55 seconds east a distance of 80.42 feet to a point, said point being the project bench mark 2: two inch aluminum electrical conduit monument on the south back of curb of an island on the east side of the intersection of N.W. Old Tiffany Springs Road and N.W. Skyview Avenue, and is 14.17 feet right of Centerline Station 163+39.49,

 

PC N 1126981.65, E 2744960.05;

 

Street grades for Old Tiffany Springs Road:

 

Begin new profile at centerline Station 132+00.00, match grade as shown on plans.

 

STATION Slope ELEVATION

 

132+92.70 PVC +3.68 percent 1056.99

133+48.00 Beginning of Full Depth Pavement

133+92.70 PVI 1060.67

134+92.70 PVT +1.30 percent 1061.97

 

Length of vertical curve is 200.00 feet.

K= 84.05

 

140+60.00 PVC +1.30 percent 1069.34

142+60.00 PVI 1071.94

144+60.00 PVT +2.60 percent 1077.13

 

Length of vertical curve is 400.00 feet.

K= 308.40

 

147+40.00 PVC +2.60 percent 1084.41

149+30.00 PVI 1089.34

151+20.00 PVT -6.00 percent 1077.94

 

Length of vertical curve is 380.00 feet.

K= 44.20

 

154+05.00 PVC -6.00 percent 1060.84

156+80.00 PVI 1044.34

159+55.00 PVT +2.47 percent 1051.14

 

Length of vertical curve is 550.00 feet.

K= 64.93

 

161+65.12 VPI 1056.33

161+90.00 +1.98 percent Match Existing

 

End of project for Old Tiffany Springs Road.

PC N 1126998.5684, E 2744810.8506;

 

Right of way for Old Tiffany Springs Road:

 

Width of the right of way based off of the new centerline of Old Tiffany Springs Road.

 

Feet Left Centerline Station Feet Right

133+66.15 50.00 RT

134+00.00 50.00 RT

135+00.00 50.00 RT

136+00.00 50.00 RT

137+00.00 50.00 RT

138+00.00 50.00 RT

50.00 LT 138+97.93 50.00 RT

50.00 LT 139+00.00 50.00 RT

50.00 LT 140+00.00 50.00 RT

50.00 LT 141+00.00 50.00 RT

50.00 LT 141+17.86 50.00 RT

50.00 LT 142+00.00 50.00 RT

50.00 LT 143+00.00 50.00 RT

50.00 LT 144+00.00 50.00 RT

50.00 LT 145+00.00 50.00 RT

50.00 LT 145+79.44 50.00 RT

50.00 LT 146+00.00 50.00 RT

50.00 LT 146+11.80 50.00 RT

50.00 LT 146+72.63 50.00 RT

146+89.08 50.00 RT

 

41.00 LT 150+65.18

41.00 LT 151+00.00

41.00 LT 151+89.20 45.00 RT

41.00 LT 152+00.00 45.00 RT

41.00 LT 152+25.15 45.00 RT

41.00 LT 153+00.00 45.00 RT

41.00 LT 153+20.08 45.00 RT

41.00 LT 153+20.15 45.00 RT

43.74 LT 154+00.00 47.74 RT

45.59 LT 154+43.46 49.23 RT

45.59 LT 154+53.93

49.74 LT 155+75.12

50.59 LT 156+00.00

54.00 LT 156+99.18

54.00 LT 157+00.00

54.00 LT 157+09.36

 

Centerline of Donovan Drive:

 

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 Donovan Drive, lying in the east half of section 1, township 51 north, range 34 west of the fifth principal meridian, and the west half of section 6, township 51 north, range 33 west of the fifth principal meridian, in the municipality of Kansas City, Platte County, Missouri, and being more particularly described as follows:

 

Beginning at the intersection of the centerlines of N. Congress Avenue and Donovan Drive, said point being Donovan Drive Centerline Station 10+00.00,

 

PC N 1126305.1393, E 2741391.8181;

 

Thence north 89 degrees 59 minutes 46 seconds east a distance of 74.62 feet to the beginning of construction at Centerline Station 10+74.62,

 

PC N 1126305.1444, E 2741466.4381;

 

Thence continuing north 89 degrees 59 minutes 46 seconds east a distance of 836.94 feet to a point of curvature at Centerline Station 19+11.56,

 

PC N 1126305.2012, E 2742303.3800;

 

Thence along a curve to the left, having a central angle of 16 degrees 47 minutes 56 seconds, a radius of 300.00 feet, and an arc length of 87.96 feet to a point of tangency at Centerline Station 19+99.52,

 

PC N 1126318.0095, E 2742390.0831;

 

Thence north 73 degrees 11 minutes 50 seconds east a distance of 67.64 feet to a point of curvature at Centerline Station 20+67.16,

 

PC N 2236337.5611, E 2742454.8298;

 

Thence along a curve to the right, having a central angle of 63 degrees 19 minutes 21 seconds, a radius of 300.0 feet, and an arc length of 331.56 feet to a point of tangency at Centerline Station 23+98.71,

 

PC N 1126256.8009, E 2742759.2367;

 

Thence south 43 degrees 28 minutes 49 seconds east a distance of 19.09 feet to the end of construction for Donovan Drive, at Centerline Station 24+17.80,

 

PC N 1126242.9490, E 2742772.3726;

 

Street grades for Donovan Drive:

 

Begin new profile at Centerline Station 10+74.62, match grade as shown on plans.

 

STATION Slope ELEVATION

 

10+74.62 Beginning of Full Depth Pavement

12+30.00 PVC -2.08 percent 1039.92

12+75.00 PVI 1038.98

13+20.00 PVT +1.12 percent 1039.49

 

Length of vertical curve is 90.00 feet.

K= 28.07

 

14+37.50 PVC +1.12 percent 1040.81

15+00.00 PVI 1041.51

15+62.50 PVT +5.13 percent 1044.72

 

Length of vertical curve is 125.00 feet.

K= 31.21

 

17+75.00 PVC +5.13 percent 1055.62

20+00.00 PVI 1067.16

22+25.00 PVT -3.20 percent 1059.96

 

Length of vertical curve is 450.00 feet.

K= 54.02

 

23+15.00 -3.20 percent 1057.08

End of full depth construction for Donovan Drive.

PC N 1126308.7705, E 2742693.9636;

 

24+17.80 Match Existing

End of Project for Donovan Drive.

PC N 1126242.9490, E 2742772.3726;

 

Right of way for Donovan Drive:

 

Width of the right of way based off of the new centerline of Donovan Drive.

 

Feet Left Centerline Station Feet Right

No additional street right of way taken.

 

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, Platte County, Missouri.

 

___________________________________________

 

Approved as to form and legality:

 

 

_______________________________
Matthew Cooper

Assistant City Attorney