HomeMy WebLinkAbout6.p. Revised Evermoor Final PlatsCITY OF ROSEMOUNT
EXECUTIVE SUMMARY FOR ACTION
City Council Meeting Date: September 19, 2000
AGENDA ITEM: Evermoor Addition Final Plat
AGENDA SECTION:
Consent
PREPARED BY: Rick Pearson, City Planner
AGENDAf
I . f6
ATTACHMENTS: Draft Resolution, Final Plat Reductions
APPROVED BY: :,:!X: I
Applicant & Property Owner(s): Homer Tompkins of Contractor Property Developers Company
Location: North West comer of Evermoor (Kelley Trust) development
Number of Lots: 43 Estate ( Upplands) Lots; 56 Classic (Westmeath & Drumcliffe) Lots
Planning Commission Action: Recommendation of Approval (4 -0)
SUMMARY
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 between Diamond Path and Shannon Parkway, on either side of Evermoor Parkway, the
primary east -west street. 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 for two different housing types. 43 larger lots in the Estate housing area labeled Upplands
in the PUD. 56 lots are located east of Birger Pond, on either side of Evermoor Parkway distributed between
the Westmeath and Drumcliffe neighborhoods. 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.
Of the 99 lots included with the Evermoor plat, only one was found that could benefit from plat revisions. Lot
2, Block 8 (on page 5 of 7) is a corner lot that is large but almost square. It measures 127' x 120' at the setback
lines. This is slightly less than the 130' to 190' depth range specified in the PUD Agreement. Fortunately, the
adjacent lots are large enough to contribute additional width to solve the problem. There are several other
instances of smaller lots that may appear to have problems, but in all cases, they have sufficient width and/or
depth to be consistent with the standards.
PLANNING COMMISSION REVIEW
The Planning Commissioners were most concerned about the final plat's consistency with the PUD. Upon
receiving reassurances to that effect, the Commissioners adopted the staff recommendation.
RECOMMENDED ACTION:
Motion to adopt a resolution approving the final plat for Evermoor.
CITY COUNCIL ACTION:
CITY OF ROSEMOUNT
DAKOTA COUNTY, MINNESOTA
RESOLUTION 2000-
A RESOLUTION APPROVING THE FINAL PLAT FOR
EVERMOOR
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 Northwest Quarter and the Northeast Quarter, Section 19, Township 115, Range
19, Dakota County, Minnesota and that part of Government Lot 1 and Government Lot 2,
Section 24, Township 115, Range 20, Dakota County, Minnesota, described as follows:
Beginning at the northwest corner of said Northwest Quarter; thence North 89 degrees 57
minutes 20 seconds East, assumed bearing along the north line of said Northwest Quarter a
distance of 1334.94 feet; thence South 00 degrees 02 minutes 40 seconds East, a distance of
104.29 feet; thence South 36 degrees 38 minutes 50 seconds East, a distance of 462.36 feet;
thence North 66 degrees 14 minutes 01 seconds East, a distance of 135.25 feet; thence South 55
degrees 06 minutes 09 seconds East, a distance of 263.70 feet; thence North 79 degrees 33
minutes 44 seconds East, a distance of 105.96 feet; thence South 70 degrees 48 minutes 39
seconds East, a distance of 119.38 feet; thence South 01 degrees 43 minutes 18 seconds West, a
distance of 280.94 feet; thence South 88 degrees 11 minutes 17 seconds East, a distance of
163.07 feet; thence North 85 degrees 53 minutes 07 seconds East, a distance of 65.45 feet;
thence North 50 degrees 24 minutes 23 seconds East, a distance of 98.10 feet; thence North 33
degrees 24 minutes 00 seconds East, a distance of 90.90 feet; thence North 40 degrees 43
minutes 56 seconds East, a distance of 101.27 feet; thence North 45 degrees 43 minutes 06
seconds East, a distance of 100.38 feet; thence North 48 degrees 25 minutes 29 seconds East, a
distance of 110.88 feet; thence North 58 degrees 04 minutes 18 seconds East, a distance of
140.02 feet; thence North 84 degrees 49 minutes 30 seconds East, a distance of 181.56 feet;
thence North 89 degrees 57 minutes 20 seconds East, a distance of 100.00 feet; thence South 73
degrees 42 minutes 45 seconds East, a distance of 245.14 feet; thence North 77 degrees 58
minutes 30 seconds East, a distance of 62.10 feet; thence South 88 degrees 51 minutes 01
seconds East, a distance of 62.15 feet; thence North 54 degrees 32 minutes 28 seconds East, a
distance of 100.74 feet; thence North 80 degrees 35 minutes 05 seconds East, a distance of 61.26
feet; thence South 77 degrees 20 minutes 37 seconds East, a distance of 345.30 feet; thence
North 48 degrees 21 minutes 28 seconds East, a distance of 297.57 feet; thence North 09 degrees
14 minutes 15 seconds West, a distance of 296.15 feet to a point on the north line of said
Northeast Quarter; thence North 89 degrees 57 minutes 20 seconds East, along said north line, a
distance of 234.72 feet; thence South 19 degrees 39 minutes 24 seconds West, a distance of
150.14 feet; thence southwesterly along a non - tangential curve, concave to 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, the chord of said curve bears South 35 degrees 58 minutes 33 seconds
West; thence South 52 degrees 16 minutes 40 seconds West, tangent to last described curve, a
distance of 612.38 feet; thence southwesterly 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 South 29 degrees 44 minutes 57 seconds West, tangent to last
described curve, a distance of 7.66 feet; thence North 71 degrees 05 minutes 18 seconds West, a
distance of 40.73 feet to the northeast corner of Lot 1, Block 1, COUNTRY HILLS FIFTH
RESOLUTION 2000-
ADDITION, according to the recorded plat thereof, Dakota County, Minnesota; thence South 89
degrees 57 minutes 51 seconds West, along the most northerly line of said COUNTRY HILLS
FIFTH ADDITION a distance of 914.74 feet to a westerly line of said COUNTRY HILLS
FIFTH ADDITION; thence South 00 degrees 06 minutes 07 seconds East, along said westerly
line, a distance of 950.00 feet to the north line of COUNTRY HILLS SIXTH ADDITION,
according to the recorded plat thereof, Dakota County, Minnesota; thence South 89 degrees 57
minutes 51 seconds West, along said north line and the north line of COUNTRY HILLS
FOURTH ADDITION, according to the recorded plat thereof, Dakota County Minnesota, a
distance of 2309.17 feet to a point on the east line of said Government Lot 2; thence North 00
degrees 13 minutes 39 seconds East, along said east line, a distance of 115.00 feet to the north
line of the South 515.00 feet of said Government Lot 2; thence North 89 degrees 54 minutes 40
seconds West, along said north line of the South 515.00 feet, a distance of 501.11 feet to a line
parallel with and distant 50.00 feet northeasterly of the centerline of C.S.A.H. No. 33; thence
North 13 degrees 51 minutes 59 seconds West, along said parallel line, a distance 'of 312.89 feet;
thence North 81 degrees 00 minutes 57 seconds East, a distance of 215.61 feet; thence North 15
degrees 34 minutes 16 seconds East, a distance of 157.27 feet; thence North 54 degrees 38
minutes 30 seconds East, a distance of 335.24 feet; thence North 35 degrees 54 minutes 31
seconds East, a distance of 86.12 feet to the east line of said Government Lot 2; thence North 00
degrees 13 minutes 39 seconds East, along said east line, a distance of 468.38 feet; thence North
87 degrees 02 minutes 19 seconds East, a distance of 50.08 feet to the east line of the West 50.00
feet of said Northwest Quarter; thence North 00 degrees 13 minutes 39 seconds East, along said
east line of the West 50.00 feet of the Northwest Quarter, a distance of 254.84 feet; thence North
87 degrees 50 minutes 54 seconds West, a distance of 50.03 feet to the east line of said
Government Lot 1; thence North 00 degrees 13 minutes 39 seconds East, along said east line, a
distance of 144.15 feet; thence North 89 degrees 46 minutes 21 seconds West, a distance of
471.19 feet to the west line of the East 471.19 feet of said Government Lot 1; thence North 00
degrees 13 minutes 39 seconds East, along said west line, a distance of 491.91 feet to the north
line of said Government Lot 1; thence South 89 degrees 49 minutes 19 seconds East, along said
north line of Government Lot 1, a distance of 471.19 feet to the point of beginning.
WHEREAS, the Planning Commission of the City of Rosemount reviewed the final plat
application for Evermoor 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 depth to one side of Lot 2, Block 8.
RESOLUTION 2000-
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:
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CITY OF ROSEMOUNT
EXECUTIVE SUMMARY FOR ACTION
City Council Meeting Date: September 19, 2000
AGENDA ITEM: Evermoor, Evermoor 2 nd Addition, Evermoor
3' Addition Final Plats
AGENDA SECTION:
Consent
PREPARED BY Rick Pearson, City Planner
AGENDA NO.
ATTACHMENTS: Revised Draft Resolutions
APPROVED BY:
SUMMARY
The City Attorney has recommended that three additional recommended conditions of approval be included
with the resolutions approving the final plats for the Evermoor first phase development. The focus of the
additional conditions is to ensure that the PUD Agreement is recorded so that it will be in effect after the
properties are sold, and that the restrictive covenants required of, the PUD will be enforced by the Homeowner's
Association(s).
The additional recommended conditions are:
1. An amendment to the PUD Agreement to reflect recently approved changes to the Planned Unit
Development.
2. Recording of the PUD Agreement.
3. Execution and recording of neighborhood Homeowner's Association covenants to assure compliance
with the Planned Unit Development.
RECOMMENDED ACTION:
Motion to adopt the amended resolutions for the approval of Evermoor, Evermoor 2" Addition and Evermoor
3' Addition Final Plats.
CITY COUNCIL ACTION:
CITY OF ROSEMOUNT
DAKOTA COUNTY, MINNESOTA
RESOLUTION 2000-
A RESOLUTION APPROVING THE FINAL PLAT FOR
EVERMOOR 3rd 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:
Outlot D and Outlot F, EVERMOOR, according to the recorded plat thereof, Dakota County,
Minnesota.
WHEREAS, the Planning Commission of the City of Rosemount reviewed the final plat
application for Evermoor 3rd 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. Recording of cross - access easements for access to Lots 1 and 2, Block 1 with Lot 3, Block 1.
4. Change "1" to "2" for Block 2 on page 3 of 3.
5. Amendment to the Planned Unit Development Agreement to reflect recently approved
changes to the Planned Unit Development Agreement.
6. Recording of the Planned Unit Development Agreement.
7. Execution and recording of neighborhood homeowners association covenants to assure
compliance with the Planned Unit Development Agreement.
Resolution 2000-
ADOPTED this 19t' day of September, 2000, by the City Council of the City of Rosemount.
Cathy Busho, Mayor
ATTEST:
Linda J. Jentink, City Clerk
Motion by: Seconded by:
Voted in favor:
Voted against:
Member absent:
CITY OF ROSEMOUNT
DAKOTA COUNTY, MINNESOTA
RESOLUTION 2000
A RESOLUTION APPROVING THE FINAL PLAT FOR
EVERMOOR 2° 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
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 comer 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 corner 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 comer 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.
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 width for Lots 31 and 33, Block 4.
4. Amendment to the Planned Unit Development Agreement to reflect recently approved
changes to the Planned Unit Development Agreement.
5. Recording of the Planned Unit Development Agreement.
6. Execution and recording of neighborhood homeowners association covenants to assure
compliance with the Planned Unit Development Agreement.
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: Seconded by:
Voted in favor:
Voted against:
Member absent:
CITY OF ROSEMOUNT
DAKOTA COUNTY, MINNESOTA
RESOLUTION 2000
A RESOLUTION APPROVING THE FINAL PLAT FOR
EVERMOOR
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 Northwest Quarter and the Northeast Quarter, Section 19, Township 115, Range
19, Dakota County, Minnesota and that part of Government Lot 1 and Government Lot 2,
Section 24, Township 115, Range 20, Dakota County, Minnesota, described as follows:
Beginning at the northwest corner of said Northwest Quarter; thence North 89 degrees 57
minutes 20 seconds East, assumed bearing along the north line of said Northwest Quarter a
distance of 1334.94 feet; thence South 00 degrees 02 minutes 40 seconds East, a distance of
104.29 feet; thence South 36 degrees 38 minutes 50 seconds East, a distance of 462.36 feet;
thence North 66 degrees 14 minutes 01 seconds East, a distance of 135.25 feet; thence South 55
degrees 06 minutes 09 seconds East, a distance of 263.70 feet; thence North 79 degrees 33
minutes 44 seconds East, a distance of 105.96 feet; thence South 70 degrees 48 minutes 39
seconds East, adistance of 119.38 feet; thence South 01 degrees 43 minutes 18 seconds West, a
distance of 280.94 feet; thence South 88 degrees 11 minutes 17 seconds East, a distance of
163.07 feet; thence North 85 degrees 53 minutes 07 seconds East, a distance of 65.45 feet;
thence North 50 degrees 24 minutes 23 seconds East, a distance of 98.10 feet; thence North 33
degrees 24 minutes 00 seconds East, a distance of 90.90 feet; thence North 40 degrees 43
minutes 56 seconds East, a distance of 101.27 feet; thence North 45 degrees 43 minutes 06
seconds East, a distance of 100.38 feet; thence North 48 degrees 25 minutes 29 seconds East, a
distance of 110.88 feet; thence North 58 degrees 04 minutes 18 seconds East, a distance of
140.02 feet; thence North 84 degrees 49 minutes 30 seconds East, a distance of 181.56 feet;
thence North 89 degrees 57 minutes 20 seconds East, a distance of 100.00 feet; thence South 73
degrees 42 minutes 45 seconds East, a distance of 245.14 feet; thence North 77 degrees 58
minutes 30 seconds East, a distance of 62.10 feet; thence South 88 degrees 51 minutes 01
seconds East, a distance of 62.15 feet; thence North 54 degrees 32 minutes 28 seconds East, a
distance of 100.74 feet; thence North 80 degrees 35 minutes 05 seconds East, a distance of 61.26
feet; thence South 77 degrees 20 minutes 37 seconds East, a distance of 345.30 feet; thence
North 48 degrees 21 minutes 28 seconds East, a distance of 297.57 feet; thence North 09 degrees
14 minutes 15 seconds West, a distance of 296.15 feet to a point on the north line of said
Northeast Quarter; thence North 89 degrees 57 minutes 20 seconds East, along said north line, a
distance of 234.72 feet; thence South 19 degrees 39 minutes 24 seconds West, a distance of
150.14 feet; thence southwesterly along a non - tangential curve, concave to 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, the chord of said curve bears South 35 degrees 58 minutes 33 seconds
West; thence South 52 degrees 16 minutes 40 seconds West, tangent to last described curve, a
distance of 612.38 feet; thence southwesterly 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 South 29 degrees 44 minutes 57 seconds West, tangent to last
described curve, a distance of 7.66 feet; thence North 71 degrees 05 minutes 18 seconds West, a
distance of 40.73 feet to the northeast corner of Lot 1, Block 1, COUNTRY HILLS FIFTH
RESOLUTION 2000-
ADDITION, according to the recorded plat thereof, Dakota County, Minnesota; thence South 89
degrees 57 minutes 51 seconds West, along the most northerly line of said COUNTRY HILLS
FIFTH ADDITION a distance of 914.74 feet to a westerly line of said COUNTRY HILLS
FIFTH ADDITION; thence South 00 degrees 06 minutes 07 seconds East, along said westerly
line, a distance of 950.00 feet to the north line of COUNTRY HILLS SIXTH ADDITION,
according to the recorded plat thereof, Dakota County, Minnesota; thence South 89 degrees 57
minutes 51 seconds West, along said north line and the north line of COUNTRY HILLS
FOURTH ADDITION, according to the recorded plat thereof, Dakota County Minnesota, a
distance of 2309.17 feet to a point on the east line of said Government Lot 2; thence North 00
degrees 13 minutes 39 seconds East, along said east line, a distance of 115,00 feet to the north
line of the South 515.00 feet of said Government Lot 2; thence North 89 degrees 54 minutes 40
seconds West, along said north line of the South 515.00 feet, a distance of 501.11 feet to a line
parallel with and distant 50.00 feet northeasterly of the centerline of C.S.A.H. No. 33; thence
North 13 degrees 51 minutes 59 seconds West, along said parallel line, a distance of 312.89 feet;
thence North 81 degrees 00 minutes 57 seconds East, a distance of 215.61 feet; thence North 15
degrees 34 minutes 16 seconds East, a distance of 157.27 feet; thence North 54 degrees 38
minutes 30 seconds East, a distance of 335.24 feet; thence North 35 degrees 54 minutes 31
seconds East, a distance of 86.12 feet to the east line of said Government Lot 2; thence North 00
degrees 13 minutes 39 seconds East, along said east line, a distance of 468.38 feet; thence North
87 degrees 02 minutes 19 seconds Bast, a distance of 50.08 feet to the east line of the West 50.00
feet of said Northwest Quarter; thence North 00 degrees 13 minutes 39 seconds East, along said
east line of the West 50.00 feet of the Northwest Quarter, a distance of 254.84 feet; thence North
87 degrees 50 minutes 54 seconds West, a distance of 50.03 feet to the east line of said
Government Lot 1; thence North 00 degrees 13 minutes 39 seconds East, along said east line, a
distance of 144.15 feet; thence North 89 degrees 46 minutes 21 seconds West, a distance of
471.19 feet to the west line of the East 471.19 feet of said Government Lot 1; thence North 00
degrees 13 minutes 39 seconds East, along said west line, a distance of 491.91 feet to the north
line of said Government Lot 1; thence South 89 degrees 49 minutes 19 seconds East, along said
north line of Government Lot 1, a distance of 471.19 feet to the point of beginning.
WHEREAS, the Planning Commission of the City of Rosemount reviewed the final plat
application for Evermoor 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 depth to one side of Lot 2, Block 8.
Resolution 2000
4. Amendment to the Planned Unit Development Agreement to reflect recently approved
changes to the Planned Unit Development Agreement.
5. Recording of the Planned Unit Development Agreement.
6. Execution and recording of neighborhood homeowners association covenants to assure
compliance with the Planned Unit Development Agreement.
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: Seconded by:
Voted in favor:
Voted against:
Member absent: