HomeMy WebLinkAbout4.b. Doolin Heights FP
EXECUTIVE SUMMARY
Planning Commission Regular Meeting: May 26, 2020
Tentative City Council Meeting: June 2, 2020
AGENDA ITEM: Request by Builder Jones for Final Plat
Approval of Doolin Heights
AGENDA SECTION:
Consent Agenda
PREPARED BY: Anthony Nemcek, Planner AGENDA NO. 4.b.
ATTACHMENTS: Site Location; Preliminary Plat; Final Plat APPROVED BY: KL
RECOMMENDED ACTION:
1. Motion to recommend the City Council approve the Final Plat for Doolin Heights,
subject to the following conditions:
a. Execution of a subdivision agreement.
b. Conformance with all the requirements of the City Engineer as detailed in the
attached memorandum dated April 14, 2020.
c. Payment of $85,000 as cash-in-lieu of park dedication.
SUMMARY
The City Council approved a preliminary and final plat, rezoning to R-1 PUD, and PUD Master
Development Plan for the Doolin Heights low density residential project on May 5, 2020. Since that time,
the applicant has indicated that they would prefer to remove the northwestern lot, 2318 Bonaire Path from
the final plat. That parcel was included in the preliminary and final plat but was platted as part of Outlot
D. The removal of the lot from final plat does not alter the approval as no development activity was
planned for that parcel in the first phase.
The ordinance requires Planning Commission and City Council approval of final plats. The new plat, with
2318 Bonaire Path removed, continues to be in compliance with the preliminary plat and therefore staff
recommends approval of the request. Staff just received this request the day before the planning packet is
compiled. For that reason, there was not time to modify the City Engineers memo, should that be
necessary. It is anticipated that the memo would be revised for Council action and that final plat approval,
along with a revised subdivision agreement will reflect the new plat configuration. There are no other
issues associated with the request.
CONCLUSION AND RECOMMENDATION
Staff is recommending approval of this request based on the information submitted by the applicant and
previous Council action. Staff’s recommendation is subject to the conditions listed above in the
recommended action.
4510
6
STC
949.
1
2
4512
9
STC
947.
9
2
4519
9
STC
952.
8
1
STORM SEWER TABLE
STRUCT.
CB-2
CB-3
CB-4
CB-5
CB-6
CB-7
CB-8
CB-9
RIM
952.66
952.67
952.29
952.28
952.27
952.28
952.55
952.69
INV.
948.42
948.67
948.60
948.60
948.37
948.26
947.96
947.91
947.68
947.56
947.05
946.69
943.99
DIRECTION
18"RCP SE
S
15"RCP N
12"RCP SE
12"RCP NW
12"RCP N
18"RCP NW
18"RCP SE
18"RCP NW
24"RCP SE
36"RCP N
INACCESSIBLE S
36"RCP SW
SUMP
INACCESSIBLE NW,N
STORM SEWER TABLE
STRUCT.
CB-10
CB-11
CB-12
CB-13
CB-14
CB-15
STMH-1
STMH-16
RIM
955.54
955.42
963.07
963.10
972.59
972.27
954.67
943.32
INV.
950.92
950.74
950.34
950.34
959.27
968.84
967.29
969.53
969.22
938.67
937.89
932.12
DIRECTION
S
24"RCP N
24"RCP S
24"RCP NW
12"RCP
18"RCP S
SUMP
18"RCP N
15"RCP S
NW
30"RCP N
N, S
N
SCALE IN FEET
0 80 160
DESCRIPTION OF PROPERTY SURVEYED
02/25/20 CITY SUBMITTAL
GENERAL NOTES
SURVEYOR:
Loucks
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55330
763-424-5505
1.Prepared February 25, 2020.
2.The address, if disclosed in documents provided to or obtained by the surveyor, or
observed while conducting the fieldwork is 2316 Bonaire Path West & 2318 Bonaire Path
West.
3.The bearings for this survey are based on the east line of the W 1/2, SW 1/4, Sec 21, Twp
115, Rng 19, Dakota County, Minnesota having a bearing of North 0°11'11"West.
4.Benchmark: MnDOT 1921 U - In Rosemount, 1.8 miles north along Trunk Hwy 3 from the
junction of Trunk Hwy 3 and C.R. 42, at Trunk Hwy 3 milepoint 34.25, 76.2 feet east of
Trunk Hwy 3 fog line of turn lane, 73.2 feet south of Bonaire Path, 1.5 feet west of a
witness post.
Elevation = 969.14 feet (NGVD 29)
Site Benchmark: Top nut of hydrant located at the west end of 136th Street, as shown
hereon.
Elevation = 993.10 feet (NGVD 29)
5.This property is contained in Flood Insurance Rate Map, Community Panel No.
27037C0115E, and is a non-printed panel (no special flood hazard areas).
6.The field work was completed on February 4, 2020.
OWNER/DEVELOPER:
Builder Jones
10519 - 165th Street West
Lakeville, MN 55044
952-378-4122
Current Zoning: R1 (Low Density Residential)
Any zoning classification, setback requirements, height and floor space area restrictions, and
parking requirements, shown hereon, was researched to the best of our ability and is open to
interpretation. Per the City of Rosemount Zoning Map and City Code, on February 25, 2020,
information for the subject property is as follows:
Current Setbacks:
Front 30 feet
Side 10 feet
Rear 30 feet
Proposed Zoning: R1 (PUD)
Proposed Setbacks:
Front 25 feet
Side 7.5 feet
Rear 30 feet
ZONING INFORMATION
Areas
Total Property Area = 901,557 +/- square feet or 20.70 +/- acres
Right of Way Dedication Area = 112,393 +/- square feet or 2.58 +/- acres
Net Property Area = 789,164 +/- square feet or 18.12 +/- acres
SITE DATA
LOUCKS
W:\2019\19703\CADD DATA\SURVEY\_dwg Sheet Files\19703-PRE PLATPlotted: 03 /18 / 2020 8:58 AM7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
CADD QUALIFICATION
SUBMITTAL/REVISIONS
PROFESSIONAL SIGNATURE
QUALITY CONTROL
DOOLIN
HEIGHTS
ROSEMOUNT, MINNESOTA
BUILDER JONES
ROB ELDRIDGE
10519 165TH STREET WEST
LAKEVILLE, MN 55044
P:952-378-4122
02/25/20
03/18/20 REVISED SITE PLAN
Preliminary Plat
1 of 1
SPOT ELEVATION
SIGN
POWER POLE
CATCH BASIN
CONTOUR
CONCRETE CURB
STORM SEWER
SANITARY SEWER
BARBED WIRE FENCE
UNDERGROUND ELECTRIC
CONCRETE
SATELLITE DISH
ELECTRIC TRANSFORMER
TELEPHONE PEDESTAL
ELECTRIC METER
GAS METER
UNDERGROUND TELEPHONE
UNDERGROUND GAS
SANITARY SEWER SERVICE
WATER SERVICE
GUY WIRE
CULVERT
RAILROAD TRACKS
OVERHEAD UTILITY
ROOF DRAIN
ELECTRIC OUTLET
FLARED END SECTION
TOP OF CURB
AIR CONDITIONING UNIT
TOP NUT HYDRANT
CHAIN LINK FENCE
SPLIT RAIL FENCE
RETAINING WALL
STORM MANHOLE
SANITARY MANHOLE
HYDRANT
GATE VALVE
MAPPED WATERMAIN
SURVEY LEGEND
License No.
Date
I hereby certify that this survey, plan or report was
prepared by me or under my direct supervision and that
I am a duly Licensed Land Surveyor under the laws of
the State of
VICINITY MAP
Field Crew
Project Lead
Drawn By
Checked By
Loucks Project No.
Minnesota.
Steven F. Hough - PLS
54850
(Per Schedule C of Commitment for Title Insurance issued by Trademark Title Services, Inc., File No. 20-0200, effective date January 15,
2020)
That part of Government Lot 2 and the West Half of the Southwest Quarter of Section 21, Township 115, Range 19, Dakota County,
Minnesota, described as follows:
Commencing at the Southeast corner of said West Half of the Southwest Quarter; thence North 0 degrees 11 minutes 11 seconds West
(assumed bearing) along the East line thereof a distance of 1753.82 feet to the point of beginning of the land to be described; thence
continuing North 0 degrees 11 minutes 11 seconds West along said East line a distance of 900.00 feet to the centerline of 135th Street
West; thence Northwesterly to said centerline along a non-tangential curve concave to the Northeast having a radius of 433.55 feet a
central angle of 8 degrees 32 minutes 38 seconds and a chord bearing of North 63 degrees 42 minutes 54 seconds West for a distance of
64.65 feet; thence North 59 degrees 26 minutes 36 seconds West along said centerline, tangent to the last described curve, a distance of
295.35 feet; thence South 2 degrees 12 minutes 43 seconds West a distance of 1016.23 feet; thence South 79 degrees 52 minutes 34
seconds East a distance of 360.00 feet to the point of beginning. Subject to Easements of record, according to the United States
Government Survey thereof and situate in Dakota County, Minnesota.
Abstract Property
(Per Schedule C of Commitment for Title Insurance issued by Trademark Title Services, Inc., File No. 20-0402, effective date January 30,
2020)
That part of Government Lot 2 and the West Half of the Southwest Quarter (W 1/2 of SW 1/4) of Section Twenty one (21), Township One
Hundred Fifteen (115), Range Nineteen (19), Dakota County, Minnesota described as follows:
Commencing at the Southeast corner of said West Half of the Southwest Quarter (W 1/2 of SW 1/4); thence North 0 degrees 11 minutes
11 seconds West (assumed bearing) along the East line thereof a distance of 1753.82 feet; thence continuing North 0 degrees 11 minutes
11 seconds West along said East line a distance of 900.00 feet to the centerline of 135th Street West; thence Northwesterly on said
centerline along a non-tangential curve concave to the Northeast having a radius of 433.65 feet, a central angle of 8 degrees 32 minutes
38 seconds and a chord bearing of North 63 degrees 42 minutes 54 seconds West for a distance of 64.55 feet; thence North 59 degrees
26 minutes 36 seconds West along said centerline, tangent to the last described curve a distance of 295.35 feet to the actual point of
beginning, thence continuing North 59 degrees 26 minutes 36 seconds West along said centerline, a distance of 171.78 feet; thence along
said centerline on a tangential curve concave to the Northeast, having a radius of 1174.50 feet and a central angle of 12 degrees 09
minutes 00 seconds for a distance of 249.06 feet; thence North 47 degrees 17 minutes 36 seconds West along said centerline a distance
of 197.50 feet to the centerline of Biscayne Avenue; thence South 16 degrees 15 minutes 18 seconds West along said centerline a
distance of 442.16 feet; thence Southwesterly on said centerline along a tangential curve concave to the Northwest, having a radius of
1454.44 feet and a central angle of 6 degrees 17 minutes 48 seconds for a distance of 159.84 feet; thence South 72 degrees 23 minutes
03 seconds East a distance of 685.58 feet; thence North 2 degrees 12 minutes 43 seconds East a distance of 413.35 feet to the point of
beginning and there terminating; according to the Government Survey thereof.
Abstract Property
(Per Schedule C of Commitment for Title Insurance issued by Trademark Title Services, Inc., File No. 20-0943, effective date February
25, 2020)
That part of the West Half of the Southwest Quarter of Section 21, Township 115, Range 19, Dakota County, Minnesota, described as follows:
Commencing at the Southeast corner of said West Half of the Southwest Quarter; thence North 0 degrees 11 minutes 11 seconds West
(assumed bearing) along the East line thereof a distance of 1753.82 feet; thence North 79 degrees 52 minutes 34 seconds West a distance
of 360.00 feet to the point of beginning of the land to be described; thence North 2 degrees 12 minutes 43 seconds East a distance of
302.88 feet; thence North 75 degrees 39 minutes 05 seconds West a distance of 795.45 feet to the centerline of Biscayne Avenue; thence
South 22 degrees 33 minutes 06 seconds West along said centerline a distance of 367.20 feet; thence South 79 degrees 52 minutes 34
seconds East a distance of 914.00 feet to the point of beginning.
Subject to easements of record.
Abstract Property
STATE OF MINNESOTA
COUNTY OF HENNEPIN
The foregoing instrument was acknowledged before me this ________ day of _________________________, 20______, by Steven F. Hough.
___________________________________________________________________________________________
Signature Printed Name, Notary
Notary Public, Hennepin County, Minnesota
My Commission Expires January 31, 2025
CITY PLANNING COMMISSION OF ROSEMOUNT, MINNESOTA
Approved by the planning commission of the city of Rosemount, Minnesota, this _______ day of _________________________, 20______.
By: ___________________________________________
Chair
CITY COUNCIL OF ROSEMOUNT, MINNESOTA
This plat was approved by the City Council of the city of Rosemount, Minnesota, this _______ day of _________________________, 20______ and hereby
certifies compliance with all requirements as set forth in Minnesota Statutes, Section 505.03, Subd.2.
By: ___________________________________________By: ____________________________________________
Mayor Clerk
DAKOTA COUNTY SURVEYOR, MINNESOTA
I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this _______ day of
_________________________, 20______.
By: ___________________________________________
Todd Tollefson, Dakota County Surveyor
DAKOTA COUNTY DEPARTMENT OF PROPERTY TAXATION AND RECORDS, MINNESOTA
Pursuant to Minnesota Statutes, Section 505.021 Subd. 9, taxes payable in the year 20______ on the land hereinbefore described have been paid. Also,
pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer has been entered on this _______ day of
_________________________, 20______.
By: ___________________________________________
Amy A. Koethe, Department of Property Taxation and Records
DAKOTA COUNTY RECORDER, MINNESOTA
I hereby certify that this plat of DOOLIN HEIGHTS was filed in the Office of the County Recorder for public record this _______ day of
_________________________, 20______, at ______ o'clock _____.M. as Document No. ____________________.
By: ___________________________________________
Amy A. Koethe, County Recorder
SHEET 1 OF 3 SHEETS
KNOW ALL PERSONS BY THESE PRESENTS: That Builder Jones LLC, a Minnesota limited liability company, fee owner of the following described
property situated in the County of Dakota, State of Minnesota, to wit:
That part of Government Lot 2 and the West Half of the Southwest Quarter of Section 21, Township 115, Range 19, Dakota County, Minnesota,
described as follows:
Commencing at the Southeast corner of said West Half of the Southwest Quarter; thence North 0 degrees 11 minutes 11 seconds West
(assumed bearing) along the East line thereof a distance of 1753.82 feet to the point of beginning of the land to be described; thence
continuing North 0 degrees 11 minutes 11 seconds West along said East line a distance of 900.00 feet to the centerline of 135th Street West;
thence Northwesterly to said centerline along a non-tangential curve concave to the Northeast having a radius of 433.55 feet a central angle of
8 degrees 32 minutes 38 seconds and a chord bearing of North 63 degrees 42 minutes 54 seconds West for a distance of 64.65 feet; thence
North 59 degrees 26 minutes 36 seconds West along said centerline, tangent to the last described curve, a distance of 295.35 feet; thence
South 2 degrees 12 minutes 43 seconds West a distance of 1016.23 feet; thence South 79 degrees 52 minutes 34 seconds East a distance of
360.00 feet to the point of beginning. Subject to Easements of record, according to the United States Government Survey thereof and situate
in Dakota County, Minnesota.
AND
That part of the West Half of the Southwest Quarter of Section 21, Township 115, Range 19, Dakota County, Minnesota, described as follows:
Commencing at the Southeast corner of said West Half of the Southwest Quarter; thence North 0 degrees 11 minutes 11 seconds West
(assumed bearing) along the East line thereof a distance of 1753.82 feet; thence North 79 degrees 52 minutes 34 seconds West a distance of
360.00 feet to the point of beginning of the land to be described; thence North 2 degrees 12 minutes 43 seconds East a distance of 302.88
feet; thence North 75 degrees 39 minutes 05 seconds West a distance of 795.45 feet to the centerline of Biscayne Avenue; thence South 22
degrees 33 minutes 06 seconds West along said centerline a distance of 367.20 feet; thence South 79 degrees 52 minutes 34 seconds East a
distance of 914.00 feet to the point of beginning.
Has caused the same to be surveyed and platted as DOOLIN HEIGHTS, and does hereby dedicate to the public for public use the public way(s), and
does also dedicate the drainage and utility easements as created by this plat.
In witness whereof said Builder Jones LLC, a Minnesota limited liabilty company, has caused these presents to be signed by its proper officer this
_______ day of _________________________, 20______.
BUILDER JONES
___________________________________________________________________________________________
Signature Printed Name, Title
STATE OF ______________________
COUNTY OF ____________________
The foregoing instrument was acknowledged before me this ________ day of _________________________, 20______, by ________________________, as
____________________ of Builder Jones LLC, a Minnesota limited liabilty company, on behalf of the company.
___________________________________________________________________________________________
Signature Printed Name, Notary
Notary Public, _______________________ County, ______________________
My Commission Expires _________________________
SURVEYORS CERTIFICATION
I Steven F. Hough do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the
State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on
this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as
defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this Plat; and all public ways are
shown and labeled on this plat.
Dated this ________ day of _________________________, 20______.
______________________________________________
Steven F. Hough, Licensed Land Surveyor,
Minnesota License No. 54850
LOUCKS
SHEET 2 OF 3 SHEETS
BEARINGS ARE BASED ON THE EAST LINE OF
W 1/2, SW 1/2, SEC 21, TWP 115, RNG 19
HAVING A BEARING OF NORTH 0°11'11" WEST.
DENOTES FOUND 1/2 INCH IRON OPEN
MONUMENT, UNLESS OTHERWISE SHOWN
DENOTES FOUND ALUMINUM DISC
DENOTES 1/2 INCH X 14 INCH IRON
MONUMENT SET, MARKED "LS 54850"
SCALE IN FEET
0 60
N
1 INCH = 80 FEET
LOUCKS
SECTION 21, TOWNSHIP 115, RANGE 19,
DAKOTA COUNTY, MINNESOTA
SITE
VICINITY MAP
N
NOT TO SCALE
Drainage & Utility Easement
Over All Of OUTLOT D
Drainage & Utility Easement
Over All Of OUTLOT E
SHH INSET
SKHHW RI SKHHWV
LOUCKS
SHEET 3 OF 3 SHEETS
BEING 5 FEET IN WIDTH, UNLESS OTHERWISE
INDICATED AND ADJOINING LOT LINES, AND
BEING 10 FEET IN WIDTH, UNLESS OTHERWISE
INDICATED, AND ADJOINING RIGHT-OF-WAY
LINES, AS SHOWN ON THE PLAT.
DRAINAGE AND UTILITY EASEMENTS ARE
SHOWN THUS: (NOT TO SCALE)
BEARINGS ARE BASED ON THE EAST LINE OF
W 1/2, SW 1/2, SEC 21, TWP 115, RNG 19
HAVING A BEARING OF NORTH 0°11'11" WEST.
DENOTES FOUND 1/2 INCH IRON OPEN
MONUMENT, UNLESS OTHERWISE SHOWN
DENOTES FOUND DAKOTA COUNTY
CAST IRON MONUMENT
DENOTES 1/2 INCH X 14 INCH IRON
MONUMENT SET, MARKED "LS 54850"
SCALE IN FEET
0 30
N
1 INCH = 30 FEET
INSET
Drainage & Utility Easement
Over All Of OUTLOT B
Drainage & Utility Easement
Over All Of OUTLOT A
Drainage & Utility Easement
Over All Of OUTLOT C