HomeMy WebLinkAbout6.q. Evermoor 2nd Addition Final Platf
CITY OF ROSEMOUNT
EXECUTIVE SUMMARY FOR ACTION
City Council Meeting Date: September 19, 2000
AGENDA ITEM: Evermoor 2 Addition Final Plat
AGENDA SECTION:
Consent
PREPARED BY: Rick Pearson, City Planner
AGENDA � . V
ATTACHMENTS: Draft Resolution, Final Plat Reductions
APPROVED BY: j
Applicant & Property Owner(s): Homer Tompkins of Contractor Property Developers Company
Location: North West corner of Evermoor (Kelley Trust) development
Number of Lots: 54 Classic (Heath Haven) Lots
Planning Commission Action: Recommendation of Approval (4 -0)
SU11NiARY
This action will result in individual lots for building (and sale) of part of the first phase of Evermoor. The area
being platted is located east of Shannon Parkway, on the north and east sides of Shannon Park Elementary
School. There is much land that remains east of this area, which is phase II and will be platted in the future.
This process involves checking the lots against the PUD requirements to ensure conformance with the
preliminary plat as approved. A public hearing is not required.
The plat includes lots generally intended for the "Classic Homes" style. There is much variation in the range of
value and lot size, however. On the north side, lot sizes will tend to be larger and custom graded for the homes.
East of the school, the lots are more typical of R -1 or Country Hills standards (all but three exceed R -1 lot area
standards). In addition to the lots, street rights -of -way, easements and outlots are included in the plat. The
outlots are either for drainage & ponding, parks or future development depending on the locations.
The lots have been checked to ensure that they meet the dimensional requirements of the PUD and the zoning
ordinance as applicable. This means that the lots are wide and deep enough to be to accommodate the
anticipated housing and meet the setback requirements, particularly on corner lots.
Lots 31 and 33, Block 4 have lot width deficiencies (page 4 of 5). Both measure 67 feet at the front yard
setback lines compared to the range of 70'— 80' specified in the PUD. Fortunately, the lots on either side have
width to spare, so that the deficiency can be eliminated.
PLANNING COMMISSION REVIEW
The Commissioners were primarily concerned about the distance between the new lots of the 2 nd Addition and
the Rural Residential uses to the northeast, along 131 Street. The narrowest gap at the corner is at least 50 feet.
In addition, the Commissioners were reminded that the PUD agreement specifies a thirty foot rear -yard setback
for those lots. Upon hearing this, the Commissioners were satisfied.
RECOMMENDED ACTION:
Motion to adopt a resolution approving the final plat for Evermoor 2 nd Addition
CITY COUNCIL ACTION:
f
CITY OF ROSEMOUNT
DAKOTA COUNTY, MINNESOTA
RESOLUTION 2000-
A RESOLUTION APPROVING THE FINAL PLAT FOR
EVERMOOR 2 nd ADDITION
WHEREAS, the Community Development Department of the City of Rosemount received an
application for final plat approval submitted by Contractor Property Developers Company, as
required by ordinance for the purpose of a commercial development on land legally described as:
That part of the Northeast Quarter and the Southeast Quarter of Section 19, Township 115,
Range 19, Dakota County, Minnesota, described as follows:
Beginning at the northeast corner of said Northeast Quarter; thence South 00 degrees 45 minutes
37 seconds East, assumed bearing along the east line of said Section 19, a distance of 2341.70
feet; thence South 81 degrees 08 minutes 58 seconds West, a distance of 507.02 feet; thence
South 19 degrees 39 minutes 04 seconds West, a distance of 31.82 feet; thence southerly along a
tangential curve, concave to the east having a radius of 280.00 feet and a central angle of 42
degrees 45 minutes 23 seconds for an arc distance of 208.95 feet; thence South 61 degrees 00
minutes 43 seconds West, not tangent to last described curve, a distance of 30.14 feet; thence
southeasterly along a non - tangential curve, concave to northeast having a radius of 310.00 feet,
and a central angle of 12 degrees 39 minutes 08 seconds, for an arc distance of 68.45 feet, the
chord of said curve bears South 30 degrees 00 minutes 08 seconds East to a point of reverse
curvature; thence along said reverse curve having a radius of 450.00 feet and a central angle of
55 degrees 57 minutes 42 seconds and an arc distance of 439.52 feet; thence South 19 degrees 38
minutes 00 seconds West, tangent to last described curve, a distance of 62.11 feet; thence
southerly along a tangential curve, concave to the east having a radius of 300.00 feet and a
central angle of 21 degrees 06 minutes 29 seconds for an arc distance of 110.52 feet; thence
North 85 degrees 48 minutes 05 seconds West, not tangent to last described curve, a distance of
240.74 feet; thence southerly along a non - tangential curve, concave to east having a radius of
415.00 feet, and a central angle of 07 degrees 42 minutes 00 seconds, for an arc distance of 55.77
feet, the chord of said curve bears South 00 degrees 20 minutes 55 seconds West; thence South
86 degrees 29 minutes 54 seconds West, not tangent to last described curve, a distance of 117.02
feet; thence South 01 degrees 40 minutes 52 seconds West, a distance of 25.54 feet; thence South
83 degrees 25 minutes 55 seconds West, a distance of 234.35 feet; thence South 82 degrees 20
minutes 13 seconds West, a distance of 201.83 feet; thence South 85 degrees 13 minutes 40
seconds West, a distance of 122.91 feet; thence South 25 degrees 06 minutes 09 seconds West, a
distance of 26.22 feet; thence North 72 degrees 30 minutes 56 seconds West, a distance of
116.96 feet; thence southwesterly along a non - tangential curve, concave to northwest having a
radius of 105.00 feet, and a central angle of 80 degrees 24 minutes 35 seconds, for an arc
distance of 147.36 feet, the chord of said curve bears South 57 degrees 41 minutes 21 seconds
West; thence North 82 degrees 06 minutes 22 seconds West, tangent to last described curve, a
distance of 142.16 feet; thence southwesterly along a tangential curve, concave to the southeast
having a radius of 24.00 feet and a central angle of 90 degrees 00 minutes 00 seconds for an arc
distance of 37.70 feet; thence North 74 degrees 55 minutes 13 seconds West, not tangent to last
described curve, a distance of 30.24 feet; thence North 82 degrees 06 minutes 22 seconds West, a
distance of 115.00 feet; thence North 89 degrees 08 minutes 06 seconds West, a distance of
48.83 feet to the east line of COUNTRY HILLS THIRD ADDITION, according to the recorded
plat thereof, Dakota County, Minnesota; thence North 00 degrees 45 minutes 37 seconds West,
along said east line, a distance of 111.84 feet to the southeast corner of COUNTRY HILLS
r
RESOLUTION 2000- %
EIGHTH ADDITION, according to the recorded plat thereof, Dakota County, Minnesota; thence
North 11 degrees 17 minutes 48 seconds East, along the east line of said COUNTRY HILLS
EIGHTH ADDITION, a distance of 72.69 feet; thence North 16 degrees 27 minutes 04 seconds
East, continuing along said east line, a distance of 141.98 feet to the northeast corner of said
COUNTRY HILLS EIGHTH ADDITION; thence North 65 degrees 44 minutes 11 seconds
West, along the north line of said COUNTRY HILLS EIGHTH ADDITION, a distance of
141.33 feet to the easterly Right -of -Way line of Shannon Parkway, as donated and dedicated on
the plat of COUNTRY HILLS FOURTH ADDITION, according to the recorded plat thereof,
Dakota County, Minnesota; thence northeasterly along said easterly Right -of Way, along a non-
tangential curve, concave to southeast having a radius of 630.00 feet, and a central angle of 04
degrees 09 minutes 10 seconds, for an arc distance of 45.66 feet, the chord of said curve bears
North 26 degrees 20 minutes 18 seconds East to a point of reverse curvature; thence along said
reverse curve, continuing along said easterly Right -of -Way, having a radius of 710.00 feet and a
central angle of 09 degrees 51 minutes 03 seconds for an arc distance of 122.07 feet to the east
line of said COUNTRY HILLS FOURTH ADDITION; thence North 00 degrees 45 minutes 37
seconds West, not tangent to last described curve, along said east line, a distance of 519.76 feet
to the southwest comer of SHANNON PARK SCHOOL ADDITION, according to the recorded
plat thereof, Dakota County, Minnesota; thence North 89 degrees 57 minutes 51 seconds East,
along the south line of said SHANNON PARK SCHOOL ADDITION, a distance of 1350.11 feet
to the southeast corner of said SHANNON PARK SCHOOL ADDITION; thence North 00
degrees 45 minutes 37 seconds West, along the east line of said SHANNON PARK SCHOOL
ADDITION, a distance of 900.07 feet to the northeast corner of said SHANNON PARK
SCHOOL ADDITION; thence South 89 degrees 57 minutes 51 seconds West, along the north
line of said SHANNON PARK SCHOOL ADDITION, a distance of 625.05 feet to the angle
point in the north line of said SHANNON PARK SCHOOL ADDITION; thence North 71
degrees 05 minutes 18 seconds West, continuing along said north line, a distance of 729.21 feet
to a southeasterly corner of EVERMOOR, according to the recorded plat thereof, Dakota
County, Minnesota; thence North 29 degrees 44 minutes 57 seconds East, along an easterly line
of said EVERMOOR, a distance of 7.66 feet; thence northeasterly along said east line, along a
tangential curve, concave to the southeast having a radius of 670.00 feet and a central angle of 22
degrees 31 minutes 42 seconds for an arc distance of 263.44 feet; thence North 52 degrees 16
minutes 40 seconds East, tangent to last described curve, along said east line, a distance of
612.38 feet; thence northeasterly along said east line, along a tangential curve, concave to the
northwest having a radius of 1270.00 feet and a central angle of 32 degrees 36 minutes 14
seconds for an arc distance of 722.69 feet; thence North 19 degrees 39 minutes 24 seconds East,
not tangent to last described curve, a distance of 150.14 feet to the northeast corner of said
EVERMOOR, also being a point on the north line of said Northeast Quarter; thence North 89
degrees 57 minutes 20 seconds East, along the north line of said Northeast Quarter, a distance of
815.31 feet to the point of beginning.
Together with that part of the South Half of the Northwest Quarter of Section 20, Township 115, Range
19, according to the Government survey thereof, lying westerly and northerly of the following described
line:
Commencing at the northwest corner of said Section 20; thence South 00 degrees 45 minutes 37
seconds East, assumed bearing along the west line of said Section 20, a distance of 1316.80 feet
to the north line of said South Half of the Northwest Quarter; thence North 89 degrees 05
minutes 35 seconds East, along said north line, a distance of 259.66 feet to the actual point of
beginning of the line to be described; thence South 00 degrees 00 minutes 04 seconds East, a
distance of 990.61 feet; thence South 81 degrees 08 minutes 58 seconds West, a distance of
249.02 feet to said west line and there terminating.
V
RESOLUTION 2000-
WHEREAS, the Planning Commission of the City of Rosemount reviewed the final plat
application for Evermoor 2 " Addition at their regular meeting on September 12, 2000; and,
WHEREAS, the Planning Commission adopted a motion to recommend approval of the final
plat to the City Council as required by the Subdivision Ordinance, subject to conditions; and,
WHEREAS, the City Council of the City of Rosemount reviewed the final plat application as
required by the Subdivision Ordinance on September 19, 2000.
NOW, THEREFORE, BE IT RESOLVED, the City Council of the City of Rosemount hereby
approves the final plat for Evermoor subject to:
1. Execution of a subdivision agreement to secure public infrastructure including parks, streets
and utilities.
2. Incorporation into the plat of recommendations of the Engineering/Public Works Department
and the Consulting Engineer regarding drainage, easements, grading, public & private streets
and utilities.
3. Modification of the plat to provide additional lot azdth for Lots 31 and 33, Block 4.
ADOPTED this 19" day of September, 2000, by the City Council of the City of Rosemount.
Cathy Busho, Mayor
ATTEST:
Linda J. Jentink, City Clerk
Motion by:
Voted in favor:
Seconded by:
Voted against:_
Member absent:
EVERMOOR 2ND ADDITION
PRELIMINARY
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WESTWOOD