HomeMy WebLinkAbout2016-074 (PUD Croix Bay) RESOLUTION NO. 2016-074
CITY OF STILLWATER
WASHINGTON COUNTY,MINNESOTA
A RESOLUTION APPROVING A
CONCEPT PLANNED UNIT DEVELOPMENT FOR CROIX BAY
CASE NO. 2016-13
WHEREAS, Brain Farrell of Northland Real Estate Group made application for approval
of the Concept Planned Unit Development(PUD) for Croix Bay to be located at property legally
described in Exhibit A; and
WHEREAS, on March 9, 2015 the Stillwater Planning Commission held a public hearing
and recommended approval of the Concept PUD and associated Zoning Text Amendment
(ZAT) and Zoning Map Amendments (ZAM); and
WHEREAS, on March 22, 2015 the Stillwater City Council held a public hearing on the
Concept PUD and associated ZAT and ZAMs; and
WHEREAS, on March 22, 2016 the Stillwater City Council reviewed concept plan for
Croix Bay and found them to be in keeping with the purpose and intent of the PUD provisions;
the public necessity, and the general community welfare are furthered; and the proposed ZAT
and ZAMs are in general conformance with the principles, policies and land use designations
set forth in the comprehensive plan.
NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Stillwater
hereby approves the concept Planned Unit Development for Croix Bay with the following
conditions:
1. The Zoning Map Amendment request shall be extended to include PID
30.030.20.42.0005 and 30.030.20.41.0040 to be rezoned as PROS: Parks,
Recreation and Open Space.
2. The rezonings will not become effective nor will they be published, unless
the Final PUD and Plat is approved by the City and the Final Plat is filed with
Washington County for recording.
3. The density of the Final PUD will be consistent with the DNR's analysis for
tiered development in the Shoreland Management Overlay District.
4. All structures in the development shall be set back at least 40' from the top of
blufflines in the Shoreland Management Overlay District. Additionally, a 30'
setback shall be reserved from all other steep slopes.
5. The Final PUD application material must include calculations for the 25%
impervious surface area for the entire development. The 25% impervious
surface areas shall be delineated with the proposed Final Plat boundaries.
Croix Bay Concept PUD,Page 2 of 3
6. Stormwater calculations shall be submitted for review and approval at the
time of Preliminary Plat.
7. A Brown's Creek Watershed District permit shall be obtained prior to final
plat approval by the City Council.
8. The main structure shall not be increased in height greater than three stories
and 40'10" from the ground grade of the front of the building.
9. The ancillary structures of Grace Baptist Church and mixed use and
Independent Living III shall be limited to the Lakeshore Residential Zoning
District height maximums.
10. A 10% reduction in the total number of parking stalls shall be permitted in
the Final PUD. The total number of stalls necessary for the development
shall be determined at the time of Final PUD approval.
11. A shared parking agreement across all parcels in the Concept PUD shall be
submitted with the Final PUD application materials.
12. A landscaping plan with a detailed planting list must be approved.
13. A total of 50% open space area shall be depicted on the Final PUD, and the
open space calculations must be approved the DNR.
14. The trail alignment in conformance with the Brown's Creek Watershed
District's wetland buffer setback, and determined acceptable by the City of
Stillwater,will be submitted at the time of Final PUD submittal.
15. Public land dedication may be used to fulfill public park dedication
requirements only if it is found acceptable by the Park Commission and the
City Council at the time of the Preliminary/Final Plat review.
16. Public and private lake access and other recreation options shall be found to
be acceptable to the City of Stillwater prior to the time of Final PUD
Submittal.
17. Approval of private docking on Long Lake shall be determined prior to Final
PUD submittal.
18. Determination of all conservation, drainage and utility easements shall be
determined and found acceptable by the City of Stillwater prior to Final PUD
submittal.
19. Copies of all covenants and easements relating to the provision,use and
maintenance of common open space must be filed with the Final Plat.
20. Any access to CSAH 12 must be found acceptable to Washington County. A
letter of intent from Washington County to approve the access point or points
must be submitted to the City together with Final PUD and
Preliminary/Final Plat application materials. In the event two accesses onto
CSAH 12 cannot be constructed,the following must be submitted with Final
PUD and Preliminary/Final Plat application materials:
i. A$7,500 escrow for the purposes of hiring a City selected traffic
engineering consultant to do a traffic impact study. The purpose of the
traffic study is to ensure the traffic generated from this mixed use campus
will be able to adequately and safely enter and exit this property.
ii. A suggested future through street alignment,not necessarily contained
entirely on the subject property that gives access to 72nd Street.
21. Ownership of the main access road to the project shall be determined prior to
the submittal of the Final PUD.
Croix Bay Concept PUD,Page 3 of 3
22. The private land upon which 72nd Street North and its related improvements
and drainage ditches are situated shall be platted and dedicated to the City.
This shall be identified on the preliminary plat.
23. Requirements for utility connections of all existing structures shall be
determined prior to the submittal of the Final PUD.
24. Utility and drainage easements shall be required over all waterbodies,the
Long Lake outlet structure and pipe, and at the southwest property corner
north of 72nd Street North. The exact location of the easements, found
acceptable by the City Engineer,shall be depicted on all future plans and
plats.
25. A tree preservation plan along the western edge of Building IL3,near the
adjacent property to the west, shall be submitted at the time of Preliminary
Plat.
En cted by e City Council of the City of Stillwater, Minnesota this day of
, 2016.
CyF'�I' W ER
Ted Kozlowski, Mayor
ATTEST:
AtzlizZ 1/Cker")')
Diane F. Ward, City Clerk
Commencing at the east quarter corner of said Section 30; thence South 89 degrees 43
minutes 37 seconds West, assumed bearing, along the east-west quarter line of said Section
30, a distance of 904.55 feet, (recorded as north 880 13'48"West 904.55 feet): thence South
15 degrees 51 minutes 51 seconds West, a distance of 1377.82 feet to a point on the south
1/16 line of said Section 30, (recorded as South 17 ° 54' 26" West, 1377.65 feet); thence
South 89 degrees 46 minutes 12 seconds West, along said south 1/16 line, a distance of
369.30 feet (recorded as North 88 ° 10' 45" West, 369.30 feet), to the point of beginning of
said "Line 1"; thence North 44 degrees 27 minutes 50 seconds West, a distance of 248.00
feet, (recorded as North 42° 24' 47" West, 248 feet); thence North 00 degrees 56 minutes
27 seconds East, a distance of 488.11 feet, (recorded as North 2° 59'30" East, 488.11 feet);
thence North 45 degrees 38 minutes 16 seconds East, a distance of 944.89 feet to a point
on the east-west quarter line of said Section 30, (recorded as North 470 41' 19" East, 944.68
feet), and said "Line 1"there terminating, according to the United States Government Survey
thereof: except that part thereof contained within the following described parcel: That part of
the West Half of the Southeast Quarter of Section 30 Township 30 North, Range 20 West,
Washington County, Minnesota, described as follows:
Commencing at the Northeast corner of the Southwest Quarter of the Southeast Quarter of
Section 30, Township 30 North, Range 20 West, Washington County, Minnesota.; Thence North
along the East line of the Northwest Quarter of the Southeast Quarter of Said Section 30 a
distance of 33 feet to the centerline of the East-West Township Road; Thence North 88° 10' 45"
West 550 feet along the centerline of said Township Road and the extension thereof; Thence
South 33 feet to the North line of the Southwest Quarter of the Southeast Quarter of said Section
30; Thence Easterly along the North line of the Southwest Quarter of the Southeast Quarter of
said Section 30 to the Northeast corner of the Southwest Quarter of the Southeast Quarter of
said Section 30, and there terminating.
(Abstract property)
Commitment 62131
All that part of the North Half of the Southeast Quarter (N 1/2 SE 1/4) of Section Thirty (30),
Township Thirty (30) North, Range Twenty (20) West, Washington County, Minnesota,
bounded by the following described lines:
Commencing at the East Quarter Corner of said Section 30; thence on an assumed bearing
of North 88 ° 13'48"West, 529.03 feet on and along the east-west quarter line of said Section
30 to the point of beginning of the tract to be described; thence continue North 88 ° 13' 48"
West 611.55 feet on and along the said east-west quarter line; thence South 470 41' 19"West,
944.68 feet; thence South 020 59' 30" West, a distance of 488.11 feet; thence South 420 24'
47" East, a distance of 248.00 feet to a point on the south one-sixteenth line of said Section
30; thence south 880 10' 45" East, a distance of 873.74 feet on and along the south one-
sixteenth line of said Section 30; thence North 160 41' 00" East, 215.76 feet; thence North 890
24' 11" W, a distance of 141.95 feet; thence North 17 ° 17' 40" East, a distance of 1165.89
feet, to the point of beginning.
Excepting therefrom, two parcels of land conveyed by A.B. Jackson to Donald B. Fulton filed for
record in the Register of Deeds Office, Washington County, on March 4, 1969, in Book 304 of
Deeds, page 284 and on June 28, 1972, in Book 317 of Deeds, Page 107.
(Abstract Property)
Commitment 62210
That part of the Southwest Quarter of the Northeast Quarter; the West Half of the Southeast
Quarter of the Northeast Quarter and the north 326.58 feet of the North Half of the Southeast
Quarter all in Section 30, Township 30 North Range 20 East, Washington County, Minnesota,
described as follows:
Commencing at the northwest corner of said North Half; thence on an assumed bearing
of South 00 degrees 15 minutes 23 seconds East along the west line of said North Half
a distance of 326.62 feet to the south line of said 326.58 feet; thence South 89 degrees
27 minutes 14 seconds East along said south line a distance of 774.15 feet to the POINT
OF BEGINNING; thence North 00 degrees 32 minutes 46 seconds East a distance of
64.00 feet; thence northeasterly 102.11 feet along a tangential curve concave to the
southeast having a radius of 120.00 feet and a central angle of 48 degrees 45 minutes
08 seconds; thence North 49 degrees 17 minutes 54 seconds East a distance of 152.23
feet; thence northeasterly 144.49 feet along a tangential curve concave to the northwest
having a radius of 180.00 feet and a central angle of 45 degrees 59 minutes 33 seconds
to the intersection with a line distant 120.00 feet southerly and parallel to the centerline
of said County Road No. 12 as described herein; thence North 82 degrees 40 minutes
01 seconds East along said parallel line a distance of 407.09 feet; thence easterly 21.24
feet along said parallel line being a tangential curve concave to the south having a radius
of 5,609.58 feet and a central angle of 00 degrees 13 minutes 01 seconds to the
intersection with a line parallel with the west line of said West Half of the Southeast
Quarter of the Northeast Quarter distant 575.00 feet westerly as measured along the
south line from the southeast corner of said west half; thence south 00 degrees 05
minutes 06 seconds East along said parallel line a distance of 113.37 feet to the south
line of said West Half; thence South 89 degrees 27 minutes 14 seconds East along said
south line a distance of 99.50 feet to the intersection with a line herein described as Line
"A"'thence South 46 degrees 27 minutes 22 seconds West along said line "A"a distance
of 469.37 feet to the south line of said north 326.58 feet; thence North 89 degrees 27
minutes 14 seconds West along said south line of the north 326.58 feet a distance of
404.38 feet to the POINT OF BEGINNING, together with appurtenant easement(s) for
access and roadway purposes contained in Document No. 3969553.
Centerline Description of County State Aid Highway 12:
Commencing at the southwest corner of the Northeast Quarter of Section 30, Township 30
North, Range 20 West; thence on an assumed bearing of North 01 degree 04 minutes 48
seconds West along the west line of said Northeast Quarter, a distance of 38.03 feet to the
beginning of said centerline; thence North 81 degrees 50 minutes 36 seconds east, a distance
of 1,395.69 feet; thence along a tangential curve concave to the South, a distance of 1,279.97
feet, said curve has a radius of 5,729.58 feet, a central angle of 12 degrees 47 minutes 59
seconds, and a chord bearing of North 88 degrees 14 minutes 36 seconds East, to a pont on
the east line of said Northeast Quarter; said point being 262.54 feet northerly of the southeast
corner of said Northeast Quarter, and said centerline there terminating.
Line A:
(as shown on Personal Representative Deed Doc. No. 422993)
Commencing at the east quarter corner of said Section 30; thence South 89 degrees 43
minutes 37 seconds West, assumed bearing, along the east-west quarter line of said Section
30, a distance of 904.55 feet, (recorded as North 88 degrees 13 minutes 48 seconds West
904.55 feet); thence South 15 degrees 51 minutes 51 seconds West, a distance of 1377.82
feet to a point on the south 1/16 line of said Section 30, (recorded as South 17 degrees 54
minutes 26 seconds West, 1377.65 feet); thence South 89 degrees 46 minutes 12 seconds
West, along said south 1/16 line, a distance of 369.30 feet (recorded as North 88 degrees
10 minutes 45 seconds West, 369.30 feet), to the point of beginning of the line to be
described; thence North 44 degrees 27 minutes 50 seconds West, a distance of 248.00
feet, (recorded as North 42 degrees 24 minutes 47 seconds West, 248 feet); thence North
00 degrees 56 minutes 27 seconds East a distance of 488.11 feet, (recorded as North 02
degrees 59 minutes 30 seconds East, 488.11 feet); thence North 45 degrees 38 minutes 16
seconds East, a distance of 944.89 feet to a point on the east-west quarter line of said
Section 30, (recorded as North 47 degrees 41 minutes 19 seconds East, 944.68 feet), and
said line there terminating, Washington County, Minnesota.
(Abstract Property)