ORDINANCE NO.
[R-2013-00127]

Declaring it
necessary to re-establish the street grades for a segment of Front Street;
establishing the right-of-way for Front Street and Riverfront Drive; and
directing the City Clerk to publish notice and to record this ordinance.

WHEREAS, the
Council finds that for the public good it is necessary that the grades on Front Street, in Kansas City, Jackson
County, Missouri, be established; and

WHEREAS, a
portion of said property owned by the city is being established for street
purposes as part of said redesigned Front Street, and Riverfront Drive; and

WHEREAS, the
city hereby dedicates said Front Street, and Riverfront Drive for street
purposes; and

WHEREAS**,**
the Council further finds the Director of Public Works, has caused the plans
and specifications for Project Number 898204ST [Federal Project No. ARRA-ES04
(038)], Front Street Roadway improvements to be prepared; NOW, THEREFORE**,**

BE IT ORDAINED BY THE COUNCIL OF KANSAS CITY:

Section 1. That
finding it necessary to re-establish grades on redesigned Front Street, located
between the Missouri Highway No. 9 and I-35/29, and cross street of Riverfront
Drive, all 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. The
street right of way shall be used by Kansas City as the location of street
improvements constructed, and maintained therein including any necessary
appurtenances to it.

Section
3. That grades 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 898204ST
[Federal Project No. ARRA-ES04 (038)] Front Street Roadway Improvements Project, the same being on
file in the Office of the Director of Public Works and being incorporated
herein by reference.

Section 4. That
the 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, as found on said plans,
said centerline being described by intersection, control point, 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 (NAVD88 directrix), along with other pertinent alignment data,
to-wit:

All
grade points are on the new centerline of Front Street, as herein described,
and as found in said plans in the office of the Director of Public Works, and
are shown to wit:

Baseline/centerline
of Front Street is described as follows:

Bearings are
referenced to grid north of the Missouri state plane coordinate system, 1983,
west zone. Stations below are as referenced in said street plan for 898204ST
[Federal Project No. ARRA-ES04 (038)].

Beginning
at a point of curvature at Sta. 1369+00.77, with a horizontal control point of
N1073783.477, E2766903.419; thence along said curve to the right, with a
central angle of 5 degrees 12 minutes 42.14 seconds, a radius of 1596 feet, and
an arc length of 145.17 feet to a point of curvature beginning at Sta.
1370+45.94, with a horizontal control point of N1073821.057, E2767043.593;
thence along said curve to the to the right, having a central angle of 42
degrees 01 minutes 42.02 seconds, radius of 800 feet, and an arc length of
586.82 feet, to the point of tangency at Sta. 1376+32.77, having a horizontal
control point of N107375.139, E2767610.878; thence S 60 degrees 22 minutes
25.32 seconds E, a distance of 139.20 feet to a point of curvature at Sta. 1377+71.97,
with a horizontal control point of N1073666.327, E2767731.879; thence along
said curve to the left, having a central angle of 54 degrees 29 minutes 39.36
seconds, a radius of 510.0 feet, and an arc length 484.57
feet to its point of tangency at Sta. 1382+56.44, having a horizontal control
point of N1073646.693, E2768197.924; thence N 65 degrees 11 minutes 55.32
seconds E, a distance of 910.17 feet to a point of curvature, said point being
at Sta. 1391+66.61 with a horizontal control point of N1074028.487,
E2769024.153; thence along said curve to the left, having a central angle of 26
degrees 38 minutes 38.12 seconds, radius of 762 feet, and an arc length of
354.35 feet to the point of tangency at Sta. 1395+20.96, having a horizontal
control point of N1074245.280, E2769300.409; thence N 38 degrees 33 minutes
17.19 seconds E, a distance of 658.12 feet to Sta. 1401+79.08; said station
being at a horizontal control point of N1074759.935, E2769710.588, and end of
baseline/centerline.

Baseline/centerline
of Riverfront Drive is described as follows:

Bearings are
referenced to grid north of the Missouri state plane coordinate system, 1983,
west zone. Stations below are as referenced in said street plan for 898204ST
[Federal Project No. ARRA-ES04 (038)].

Beginning
at Sta. 5+24.23, with a horizontal control point of N1074093.22, E2767868.023;
thence S 68 degrees 20 minutes 40.03 seconds W, a distance of 6.41 feet to a
point of curvature at Sta. 5+30.64, with a horizontal control point of N
1074090.858, E2767862.066; thence along said curve to the left, with a central
angle of 2 degrees 16 minutes 46.47 seconds , a radius of 2000 feet, and an arc
length of 79.57 feet to the point of tangency at Sta. 6+10.21, with a
horizontal control point of N1074062.973, E2767787.546; thence S 70 degrees 37
minutes 28.30 seconds W, a distance of 13.92 feet to a point of curvature at
Sta. 6+24.13, with a horizontal control point of N1074058.353, E2767774.410;
thence along said curve to the with a central angle of 44 degrees 42 minutes
44.86 seconds , a radius of 200 feet , and an arc length of 156.07 feet to the
point of tangency at Sta. 7+80.20, with a horizontal control point of
N1073957.082, E2767660.870; thence S 25 degrees 54 minutes 46.65 seconds W, a
distance of 219.80 feet to Sta. 10+00 (also being Sta. 1375+80.71-C/l Front
Street) with a horizontal control point of N1073759.385, E2767564.818.

Street grades are established along
baseline/centerlines as follows:

Front Street

__STATION__ __ELEVATION__

Match existing
grade at Station 1369+39.86, Elev. 764.62

__ __

1369+39.86 764.62

1370+00 763.90

1371+00 762.71

1372+00 761.52

1373+00, PC 760.33

1374+25.00, PI 758.84

1375+50.00, PT 759.79

Except that the
grade planes meeting at Sta. 1374+25.00 shall be connected by a vertical curve
of 250 feet in length.

__ __

__STATION__ __ELEVATION__

1375+80.71 760.02

10+00 (C/L
Riverfront Drive)

1377+00 760.93

1378+00 761.69

1379+00 762.45

1380+00 763.20

1381+00 763.96

1382+00 764.72

1383+00 765.48

1384.25, PC 766.43

1385+50, PI 767.38

1386+75, PT 766.13

Except that the
grade planes meeting at Sta. 1385+50 shall be connected by a vertical curve of 250
feet in length.

1388+00 764.88

1389+00 763.88

1390+00 762.88

1391+00 761.88

1392+00 760.88

1393+75, PC 759.13

1394+50, PI 758.38

1395+25, PT 757.38

Except that the
grade planes meeting at Sta. 1394+50 shall be connected by a vertical curve of 150
feet in length.

1397+00 755.05

1397+50, PC 754.39

1399+00, PI 752.39

1400+50, PT 753.16

Except that the
grade planes meeting at Sta. 1399+00 shall be connected by a vertical curve of 300
feet in length.

1401+00 753.01

1401+79.08 753.82

Riverfront Drive

__STATION__ __ELEVATION__

Match existing
grade at Station 6+24.12, Elev. 761.00

__ __

6+24.12, PI 761.00

7+00 759.84

7+75, PC 758.70

8+25, PI 757.94

8+75, PT 758.44

Except that the
grade planes meeting at Sta. 8+25 shall be connected by a vertical curve of 100
feet in length.

9+67.00, PI 759.36

Section 5. That
the City hereby establishes right of way for Front Street as follows:

Bearings are
referenced to grid north of the Missouri state plane coordinate system, 1983,
west zone.

A
tract of land being generally located in the east 1\2 of Section 32 and the
west 1\2 of Section 33, Township 50 North, Range 33 West, in the city of Kansas
City, Jackson County, Missouri being described as follows:

Commencing
at the southeast corner of the Northeast Quarter of said Section 32; thence
north along the east line of said Section 32 with a bearing of N02 degrees 17
minutes 26 seconds E, a distance of 626.40 feet to a point on the northerly
line of the Burlington Northern railroad property, said point being the point
of beginning; thence southwesterly along said northerly line with a bearing of
S 66 degrees 00 minutes 08 seconds W, a distance of 35.30 feet; thence
southwest along said northerly line, along a curve to the left tangent to the
last described course having a radius of 2914.91 feet, an arc length of 179.39
feet; thence continuing southwesterly along said northerly line with a bearing
of S 62 degrees 28 minutes 34 seconds W, a distance of 716.01 feet; thence
continuing southwesterly along said northerly line along a curve to the right,
tangent to the last described course having a radius of 409.28 feet, and an arc
length of 81.20 feet; thence leaving said northerly line with a bearing of N 60
degrees 22 minutes 25 seconds W, a distance of 528.26 feet; thence west with a
bearing of N 89 degrees 01 minutes 15 seconds W, a distance of 28.42 feet;
thence southwest with a bearing of S25 degrees 53 minutes 52 seconds W, a
distance of 15.49 feet; thence northwest with a bearing of N 64 degrees 06
minutes 08 seconds W, a distance of 60.00 feet; thence northeast with a bearing
of N 25 degrees 53 minutes 52 seconds E, a distance of 15.99 feet; thence
northwest with a bearing of N 27 degrees 15 minutes 41 seconds W, a distance of
32.43 feet; thence north and west along a non-tangent curve to the left having
an initial tangent bearing of N 68 degrees 22 minutes 51 seconds W, a radius of
750.00 feet, and an arc length of 432.91 feet; thence continuing southwest
along a compound curve to the left, having a radius of 1538.00 feet, and an arc
length of 115.21 feet; thence northwest with a bearing of N 16 degrees 12
minutes 36 seconds W, a distance of 100.00 feet; thence northeast along a
non-tangent curve to the right having an initial tangent bearing of N 74
degrees 13 minutes 36 seconds E, a radius of 1638.00 feet, and an arc length of
123.52 feet; thence continuing easterly along a compound curve to the right,
having a radius of 850.00 feet, and an arc length of 500.80 feet; thence
northeast with a bearing of N 76 degrees 00 minutes 00 seconds E., a distance
of 23.85 feet; thence northeast with a bearing of N 25 degrees 54 minutes 47
seconds E, a distance of 156.18 feet; thence northeasterly along a curve to the
right tangent to the last described course, having a radius of 235.00 feet, an
arc length of 183.38 feet; thence southeast with a bearing of S19 degrees 23
minutes 44 seconds E, a distance of 70.00 feet; thence southwesterly along a
nontangent curve to the left having an initial tangent bearing of S 70 degrees
37 minutes 58 seconds W, a radius of 165.00 feet, and an arc length of 128.78
feet; thence southwest with a bearing of S 25 degrees 54 minutes 47 seconds W,
a distance of 156.20 feet; thence southeast with a bearing of S 24 degrees 09
minutes 11 seconds E, a distance of 23.76 feet; thence southeast with a bearing
of S 60 degrees 22 minutes 25 seconds E, a distance of 141.25 feet; thence
easterly along a curve to the left tangent to the last described course having
a radius of 460.00 feet, and an arc length of 436.97 feet; thence northeast
with a bearing of N 65 degrees 11 minutes 55 seconds E, a distance of 889.06
feet; thence northeast along a curve to the left tangent to the last described
course, having a radius of 707.00 feet, and an arc length of 328.77 feet;
thence northeast with a bearing of N 38 degrees 33 minutes 17 seconds E, a
distance of 265.86 feet; thence northwest with a bearing of N 32 degrees 12
minutes 55 seconds W, a distance of 31.88 feet; thence northeast with a bearing
of N 38 degrees 36 minutes 46 seconds E, a distance of 100.00 feet; thence
southeast with a bearing of S 51 degrees 26 minutes 43 seconds E, a distance of
16.97 feet; thence northeast with a bearing of N 38 degrees 33 minutes 17
seconds E, a distance of 127.66 feet to the west right of way line of Lydia
Avenue; thence south along said west right of way line with a bearing of S04
degrees 34 minutes 16 seconds E, a distance of 26.74 feet; thence southwest
with a bearing of S 32 degrees 19 minutes 46 seconds W, a distance of 130.15
feet; thence southwest with a bearing of S 16 degrees 37 minutes 34 seconds W,
a distance of 54.46 feet; thence southeast with a bearing of S 63 degrees 19
minutes 21 seconds E, a distance of 114.44 feet to the west right of way line
of Lydia Avenue; thence south along said west right of way line with a bearing
of S 04 degrees 34 minutes 16 seconds E, a distance of 97.43 feet; thence
northwest with a bearing of N 38 degrees 00 minutes 00 seconds W, a distance of
61.15 feet; thence northwest with a bearing of N 72 degrees 57 minutes 18
seconds W, a distance of 22.89 feet; thence southwesterly along a non-tangent
curve to the right having an initial tangent bearing of S 45 degrees 12 minutes
26 seconds W, a radius of 78.00 feet an arc length of 19.36 feet; thence
continuing southwesterly along a reverse curve to the left having a radius of
197.00 feet, an arc length of 71.78 feet; thence southwest with a bearing of S 38
degrees 33 minutes 17 seconds W, a distance of 467.27 feet to a point on the
north line of the aforementioned Burlington Northern railroad property; thence
southwesterly along said north line with a bearing of S 66 degrees 00 minutes
08 seconds W, a distance of 218.22 feet to the point of beginning. Said tract
containing 451,960 square feet, or 10.38 acres, more or less.

Section 6. That
the City hereby establishes right of way for Riverfront Drive as follows:

A tract of land
located in fractional Sections 28 and 33, Township 50 North, Range 33 West, in
Kansas City, Jackson County, Missouri being that tract devoted for public use
for street purposes for relocation of River Front Road at Paseo River Bridge
Connection to Interstate Routes I-29 and I-35, in Kansas City, Jackson County,
Missouri by Ordinance #42446 passed March 30, 1973, said tract being more
particularly described as follows:

Commencing at the
northeast corner of the north half of the aforementioned fractional Section 33;
thence S 02 degrees 28 minutes 37 seconds W along the east line of said Section
33, a distance of 203.62 feet; thence N 87 degrees 31 minutes 23 seconds W, a
distance of 3218.26 feet to a point on the northerly line of said tract, said
point being the most easterly point of said tract, said point also being the
POINT OF BEGINNING of the herein described tract; thence S 37 degrees 29
minutes 03 seconds W along the southeasterly line of said tract, a distance of
120.00 feet to a point on the southerly line of said tract; thence northwest,
west and southwest the following four courses along said southerly line, N 52
degrees 30 minutes 57 seconds W, a distance of 298.65 feet to the beginning of
a curve concave to the southwest having a radius of 460.87 feet; thence
northwesterly, westerly and southwesterly 534.90 feet along said curve through
a central angle of 66 degrees 29 minutes 58 seconds; thence S 60 degrees 59
minutes 05 seconds W, a distance of 440.57 feet to the beginning of a curve
concave to the southeast having a radius of 460.87 feet; thence southwesterly
343.51 feet along said curve through a central angle of 42 degrees 42 minutes
19 seconds to the most southerly point of said tract; thence N 71 degrees 43
minutes 14 seconds W along the southwesterly line of said tract, a distance of
120.00 feet to a point on the northerly line of said tract, said point being
the beginning of a non-tangent curve concave to the southeast having a radius
of 580.87 feet and an initial tangent bearing of N 18 degrees 16 minutes 46
seconds E; thence northeasterly, easterly and southeasterly along said northerly
line, the following four courses; 432.95 feet along said curve through a
central angle of 42 degrees 42 minutes 19 seconds; thence N 60 degrees 59
minutes 05 seconds E, a distance of 440.57 feet to the beginning of a curve
concave to the southwest, having a radius of 580.87 feet; thence northeasterly,
easterly and southeasterly 674.18 feet along said curve through a central angle
of 66 degrees 29 minutes 58 seconds; thence S 52 degrees 30 minutes 57 seconds
E, a distance of 298.65 feet to the POINT OF BEGINNING of said tract containing
207,839 square feet or 4.77 acres more or less.

Section 7. All
easements located within street right of way are subordinate to street right of
way.

Section 8. That
this ordinance shall become effective as provided in Section 88.917, RSMo.

Section 9. 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, Jackson County, Missouri.

_________________________________________

Approved as to form and legality:

______________________________

Nelson
V. Munoz

Assistant City Attorney