HomeMy WebLinkAbout4.b. Prestwick Place 20th Addition
EXECUTIVE SUMMARY
Planning Commission Meeting: April 14, 2020
Tentative City Council Meeting: April 21, 2020
AGENDA ITEM: 18-41-FP: Request by Prestwick, LLC,
for Final Plat Approval for Prestwick
Place 20th Addition
AGENDA SECTION:
Consent
PREPARED BY: Anthony Nemcek, Planner AGENDA NO. 4.b.
ATTACHMENTS: Site Location; Final Plat; Preliminary Plat,
Grading Plan; Light and Signage Plan;
Easement Vacation Sketch; Engineer’s
Memo dated March 31, 2020; Park and
Recreation Director’s Memorandum
dated March 16, 2020
APPROVED BY: KL
RECOMMENDED ACTION:
Motion to recommend that the City Council approve the Final Plat for Prestwick Place 20th
Addition, subject to the following conditions:
1. Execution of a subdivision agreement
2. Drainage and utility easements with storm sewer infrastructure, except ponding or
infiltration areas, may contain fences, but shall be required to include gates to
provide truck access; shall prohibit sheds or other accessory structures; and shall
prohibit landscaping that would impede drainage.
3. Provision of $10,560 for Landscaping Surety
4. Provision of $91,800 for Fee-in-Lieu of Park Dedication
5. Compliance with the conditions and standards within the City Engineer’s
Memorandum dated March 31, 2020.
SUMMARY
Applicant: Prestwick, LLC. (Scott Johnson)
Comp. Guide Plan Designation: LDR – Low Density Residential
Current Zoning: R-1-PUD Low Density Residential with the Prestwick Place
Planned Unit Development (R-1: PUD)
Gross Area: 10.32 Acres
Net Area: 10.32 Acres
Lots/Units: 27 Single Family Lots
Gross Density: 2.62 units/acre
Net (Met Council) Density: 2.62 units/acre
The Planning Commission is being asked to consider a Final Plat request from Prestwick, LLC for
Prestwick Place 20th Addition to allow development of 27 single-family lots. The final plat is necessary to
facilitate subdivision of the property into individual residential lots, outlots, and public streets. Staff finds
the application consistent with the Prestwick Place 13th Addition Preliminary Plat (which covers this area)
and recommends approval of this application subject to the conditions listed above.
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BACKGROUND
The Planning Commission recommended approval of a preliminary plat and planned unit development
(PUD) master development plan for Prestwick Place 13th Addition to allow 191 lots on 73 acres at its July
26, 2016 meeting. The City Council approved the preliminary plat and PUD plans at a later meeting with a
slight reduction in the overall number of lots to 186. The applicant subsequently submitted a final plat for
the first phase of development within the plat area, which was approved on September 6, 2017. The first
phase was located along Akron Avenue in the far eastern portion of the preliminary plat area.
The applicant subsequently received approval for the second phase of development, but rather than
continuing to plat lots from east to the west, the applicant shifted to the far western portion of the project
area for the second phase. The primary reason for the revised phasing was to be able to construct a model
home closer to Connemara Trail and provide more direct access into the development from Connemara
Trail. This phase is the final phase of development with the overall Prestwick Place 13th Addition
preliminary plat area.
The proposed final plat represents the final development phase within the Prestwick 13th preliminary plat
area, and would create 27 single-family lots. In addition to the residential lots, the applicant will be
dedicating right-of-way completing Ashford Path running east to west connecting the overall development
area as well as completing the connections that remain following previous development phases.
ISSUE ANALYSIS
Legal Authority. The final plat application is Quasi-Judicial because the City has a set of standards and
requirements for reviewing this type of application that is described in detail below. Generally, if the final
plat meets the ordinance requirements it must be approved.
Land Use and Zoning . The subject property is guided LDR – Low Density Residential and zoned R-1,
Low Density Residential with the Prestwick Place 13th Addition Planned Unit Development (PUD). As a
result, the property is subject to all the standards of the R-1, Low Density Residential zoning districts as well
as the standards for detached single family units contained in the PUD. The Prestwick PUD included
several deviations from the base R-1 zoning; the most notable include the following:
1. Section 11-2-15 F. Single Family Detached Dwelling Garage Requirements: The home designs
do not need to include an option for a three garage stall.
2. Section 11-4-5 F. 1. R-1 Minimum Lot Area: The minimum lot area shall be 8,600 square feet for
interior lots and 10,200 square feet for corner lots.
3. Section 11-4-5 F. 2. R-1 Minimum Lot Width: The minimum lot width shall be 65 feet for interior
lots and 80 feet for corner lots.
4. Section 11-4-5 F. 4. R-1 Minimum Front Yard Setback: The minimum front yard setback shall be
25 feet.
5. Section 11-4-5 F. 5. R-1 Minimum Side Yard Setback: The minimum side yard setback shall be
7.5 feet.
6. Section 11-4-5 F. 9. R-1 Maximum Lot Coverage: The maximum lot coverage shall be forty
percent (40%) for lots less than 9,750 square feet in size and thirty-five percent (35%) for greater
than 9,750 square feet.
The final plat is consistent with the preliminary plat that was approved in 2016. Many of the other standards
are addressed at the building permit stage when an individual site survey is reviewed by the City.
Final Plat. Standards for reviewing subdivision requests are detailed in Title 12 of the Rosemount City
Code. This section of the Code outlines the two-step Preliminary and Final Plat process for land
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subdivision. In this case, the preliminary plat was approved on September 6, 2016 consisting of 186 single
family lots. The current application proposes to plat 27 single family lots for Prestwick Place 20th Addition
and to dedicate the easements necessary to construct the storm water infiltration area within the overall
development area. The developer has made some very minor modifications to the preliminary plat in order
to accommodate wider easements over certain lots as required by the City Engineer. Taking these
adjustments into account, the Prestwick Place 20th Addition Final Plat is consistent with the approved
Prestwick Place 13th Addition Preliminary Plat.
In conjunction with the final plat request, the developer is also proposing to vacate existing drainage and
utility easements that were provided over this area. The existing blanket easement will then be replaced
with easements as delineated on the final plat. The Planning Commission is not required to take action on
the easement vacation request; easement vacation is a Council action. However, the map showing existing
easements to be vacated is provided for information.
Parks and Open Space. The Prestwick Place 19th Addition creates 27 buildable lots from 10.32 acres.
Land was previously dedicated for Ailesbury Park; therefore, staff is recommending that the developer pay
cash in lieu of land to fulfill the parks dedication requirement. The total amount to be provided is $91,800
(27 units x $3,400 per unit).
Engineering
All sidewalks and other public improvement depicted on the preliminary development plans are included
on the attached submission materials. The City Engineer has provided a review memorandum for the
proposed final plat. The applicant has provided updated plans that address comments contained in the
Engineer’s review memo, which are included in the attachments. No issues of significance were identified
by the City Engineer.
RECOMMENDATION
Staff is recommending approval of the final plat, subject to conditions, based on the information provided
by the applicant and reviewed within this report
100100SOUTHWEST CORNER OFSEC. 22, TWP. 115, RGE. 19NORTHWEST CORNER OFSEC. 27, TWP. 115, RGE. 19SOUTH LINE OF THE WEST 1/2 OFTHE SOUTHWEST 1/4 OF SEC. 22,TWP. 115, RGE. 19WEST LINE OF THE EAST 1/2 OFTHE SOUTHWEST 1/4 OF SEC. 22,TWP. 115, RGE. 19NORTHERLY L
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2)DENOTES 1/2" IRON MONUMENT FOUND,UNLESS OTHERWISE SHOWN.DENOTES DAKOTA COUNTY C.I.M. FOUNDTHE NORTHERLY LINE OF OUTLOT A, PRESTWICK PLACE19TH ADDITION HAS AN ASSUMED BEARING OF N67°08'07"ENO MONUMENT SYMBOL SHOWN AT ANY STATUTE REQUIRED LOCATION,INDICATES A PLAT MONUMENT WILL BE SET AND SHALL BE IN PLACE WITHINONE YEAR OF THE FILING OF THE PLAT. SAID MONUMENTS SHALL BE 1/2INCH BY 14 INCH IRON MONUMENTS MARKED BY LICENSE NUMBER 19086.22VICINITY MAPKNOW ALL PERSONS BY THESE PRESENTS: That Prestwick LLC, a Minnesota limited liability company, owner of the following described property:Outlot A, PRESTWICK PLACE 19TH ADDITION, according to the recorded plat thereof, Dakota County, Minnesota, EXCEPTING THEREFROM that part which lies within the West Half of the Southwest Quarter of Section 22,Township 115, Range 19, Dakota County, Minnesota.That part of Outlot A, PRESTWICK PLACE 19TH ADDITION, according to the recorded plat thereof, Dakota County, Minnesota, which lies within the West Half of the Southwest Quarter of Section 22, Township 115, Range 19,Dakota County, Minnesota.Has caused the same to be surveyed and platted as PRESTWICK PLACE 20TH ADDITION and does hereby dedicate to the public for public use the public ways and the drainage and utility easements as created by this plat.In witness whereof said Prestwick LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this ________ day of ___________________, 20 _______.Prestwick LLCBy ___________________________________________, its PresidentDean Scott JohnsonSTATE OF MINNESOTACOUNTY OF____________________The foregoing instrument was acknowledged before me this ______ day of ________________, 20 ______, by Dean Scott Johnson, President of Prestwick LLC, a Minnesota limited liability company, on behalf of the limitedliability company._______________________________________Signature_______________________________________PrintNotary Public, ____________ County, MinnesotaMy Commission Expires ____________________I, Russell P. Damlo, 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 boundarysurvey; 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 inMinnesota 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 ____.____________________________________Russell P. Damlo, Land SurveyorMinnesota License No. 19086STATE OF MINNESOTACOUNTY OF____________________The foregoing surveyor's certificate was acknowledged before me this ______ day of ___________________, 20 _____, by Russell P. Damlo, Minnesota License No. 19086._______________________________________Signature_______________________________________PrintNotary Public, ____________ County, MinnesotaMy Commission Expires ____________________CITY PLANNING COMMISSION, CITY OF ROSEMOUNT, STATE OF MINNESOTAApproved by the Planning Commission of the City of Rosemount, Minnesota, this __________ day of _____________________, 20 ______. __________________________ChairCITY COUNCIL, CITY OF ROSEMOUNT, STATE OF MINNESOTAThis 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 MinnesotaStatutes, Section 505.03, Subd. 2. _____________________________________ _____________________________________Mayor City ClerkCOUNTY SURVEYOR, COUNTY OF DAKOTA, STATE OF MINNESOTAI 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 B. TollefsonDakota County SurveyorDEPARTMENT OF PROPERTY TAXATION AND RECORDS,COUNTY OF DAKOTA, STATE OF MINNESOTAPursuant 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 nodelinquent taxes and transfer entered on this ___________ day of ______________________, 20 _____._____________________________________Amy T. Koethe, DirectorDepartment of Property Taxation and RecordsREGISTRAR OF TITLES, COUNTY OF DAKOTA, STATE OF MINNESOTAI hereby certify that this plat of PRESTWICK PLACE 20TH ADDITION was filed in the office of the Registrar of Titles for public record on this _______ day of ___________________, 20 _____, at _____ o'clock ___. M., and wasduly filed in Book ______________________________ of Plats, Page _______________________, as Document Number _________________________._____________________________________Amy T. Koethe, Registrar of TitlesCOUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTAI hereby certify that this plat of PRESTWICK PLACE 20TH ADDITION was filed in the office of the County Recorder for public record on this _________ day of ______________________, 20 ______, at _____ o'clock ___. M.,and was duly filed in Book _________________________ of Plats on Page ______________________ as Document Number _________________________._____________________________________Amy T. Koethe, County RecorderSITE
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ITYEASEMENT 7.507.507.507.50BEING 5 FEET IN WIDTH AND ADJOINING SIDELOT LINES,UNLESS OTHERWISE INDICATED,AND 10 FEET IN WIDTH AND ADJOININGSTREET RIGHT-OF-WAY LINES AND REAR LOTLINES, UNLESS OTHERWISE INDICATED.DRAINAGE AND UTILITY EASEMENTSDENOTES 1/2" IRON MONUMENT FOUND,UNLESS OTHERWISE SHOWN.ARE SHOWN THUS551010 INSETNO MONUMENT SYMBOL SHOWN AT ANY STATUTEREQUIRED LOCATION INDICATES A PLAT MONUMENTWILL BE SET AND SHALL BE IN PLACE WITHIN ONE YEAROF THE FILING OF THE PLAT. SAID MONUMENTS SHALL BE1/2 INCH BY 14 INCH IRON MONUMENTS MARKED BYLICENSE NUMBER 19086.
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S
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S DRAINAGE & UTILITY EASEMENTAND CONSERVATION EASEMENTDRAINAGE & UTILITY EASEMENTAND CONSERVATION EASEMENTOUTLOT C, 72.59 ACRESPRESTWICK PLACESECOND ADDITIONPROPOSED RIGHT OF WAY: 13.34 ACRESTOTAL NO. OF LOTS 186NET DENSITY (OUTLOT C)2.56 Lots / AcEXISTING ZONING: AGPROPOSED ZONING: PUDEXISTING LEGAL DESCRIPTION:OUTLOT C, PRESTWICK PLACE 2ND ADDITION, ACCORDING TOTHE RECORDED PLAT ON FILE IN DAKOTA COUNTY, MINNESOTA.PID NO. 34-58601-00-030CONTACT INFORMATION: PRESTWICK, LLC (SCOTT JOHNSON)350 HIGHWAY 7, SUITE 125EXCELSIOR, MN 55331LAND OWNER:PRESTWICK, LLC (SCOTT JOHNSON)350 HIGHWAY 7, SUITE 125EXCELSIOR, MN 55331CONSULTANT:PROBE ENGINEERING CO., INC.1000 E. 146TH STREET, SUITE 240BURNSVILLE, MN 55337PH. NO. 952-432-3000SETBACKSFRONT - 30 FEETSIDE STREET - 20 FEETSIDE - 7.5 FEETREAR - 25 FEETDATE____________ REG. NO._________I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.17-15-16PMREVISED 141ST CT. BLOCK 3 & ADDED EASEMENTS28-8-16PMREVISED BLOCK 3 LAYOUT & REV PER CITY
1-1 2-1
3-1 4-1 5-1 6-1 7-1 8-1 9-1 10-1 11-1 12-1 13-1
1-2
2-2
2-3 3-3 4-3
5-3
6-3
1-3
3-4 4-4 5-4 6-4
2-4
1-4
FBWO
FBWO
FBWO FBWO FBWO FBWO FBLO FBLO FBWO
FBWO FBWO FBWO
FBWO
FB
FB
FB FB
FB FB
FB
FB
FBFB
FB
FBLO8.3%7.6%7.9%9.1%6.2%6.8%9.5%7.4%7.3%7.2%6.9%FBLO
FBLO
ABERCORN AVENUEASHFIELD AVENUE4+50951.565+00952.146+00951.50HP: 5+15.41Elev: 952.18ASHFORD PATH
2+00953.713+00951.514+00949.4517+50
952.71 18+00
952.25
19+00
951.25
20+00
950.25
21+00
949.25
22+00
948.33 23+00
949.16 24+00
950.72 25+00
952.27
26+00
952.79
LP: 22+14.17
Elev: 948.30
HP: 25+75.32
Elev: 952.86
9.7%9.3%8.5%
8.
4
%
8.
2
%
6.8%9.3%9.1%8.5%7.7%6.
9
%
7.6
%
0.7' DROP
0.7' DROP
4:1 MAX SLOPE
INFILTRATION AREA
HWL: 941.7
10 DAY SNOW MELT=942.58
4:1 MAX SLOPE
954.5954.1954.0
953.6 952.9
953.3
953.6954.0955.9956.3952.8957.8955.5
955.1
955.1
954.8
954.0
953.6
953.0
953.3
955.5
947.3
955.0
946.8
945.8
954.0
953.0
944.8
944.5
952.7
951.0
946.0
951.0
946.0
952.7
944.5
953.0
944.8
953.5
945.3
954.5
946.3
955.5955.1956.5956.1953.3
953.2
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951.3
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7
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9
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6
.
0ASHDALE AVENUEMAINTANCE ACCESSLO=947.8
LO=947.3
LO=946.8
LO=945.8 LO=945.3 LO=945.0 LO=946.5
LO=946.5
LO=945.0
LO=946.3LO=945.3
LO=947.3
LO=947.8
LO=951.5
LO=950.5
LO=954.3 LO=953.6
LO=954.3
LO=956.6
LO=954.8
LO=953.3
LO=954.0
LO=954.3
LO=955.8
LO=955.8
LO=956.8
LO=955.8
946.5
946.0
945.5 944.5 944.0 943.7 942.7 942.7
943.7
944.0
945.0
946.0
946.5
947.0
946.0
945.0 944.3
945.0 944.0 945.0
945.8 946.5
946.5
946.5
947.3
947.3
945.5
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952.5
950.7
Note: INFILTROMETER TESTING P
O
S
T
C
O
N
S
T
R
U
C
T
I
O
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947.3
946.8
955.5
955.0
956.0
955.0
951.0
950.0
953.4
EX. E.O.F.
948.5
947.9
951.8
952.3
953.0
952.9
953.3
CB
R:949.2
EX CB
R:952.4
EX CB
R:951.4
EX CB
R:951.0
EX CB
R:952.4
EX CB
R:947.48.4%7.5%7.3%7.3%955.0954.4955.0954.5954
954
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948
946
944
942
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954
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948
946
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942
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954956
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9549569
5
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2
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952950
952956
940
942
944
940
940
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942
942
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946
948
952
940
940
942
942
944
946
948
940
950
942
944
946
948
952
954
956
944
EXISTING STOCK PI
L
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6
1
3
0
C
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SELECT GRANULAR
S
S
DATE____________ REG. NO._________
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND
THAT I AM A DULY LICENSED ENGINEER UNDER
THE LAWS OF THE STATE OF MINNESOTA.
GRADING PLAN
ROSEMOUNT,MINNESOTA
1
1
PM 2-3-2020
AS SHOWN
17055.00
EXCELSIOR, MN 55331
350 HIGHWAY 7, SUITE 125
PRESTWICK LLC
1. POSITIVE DRAINAGE AT 2% OR GREATER SHALL BE CONSTRUCTED
AROUND ALL PROPOSED BUILDINGS. SWALES SHALL BE
CONSTRUCTED AT A MINIMUM OF 2% GRADE.
2. CONTRACTOR SHALL KEEP ADJACENT STREETS FREE OF DEBRIS AND
PREVENT OFFSITE TRACKING OF DEBRIS IN ACCORDANCE WITH THE
CITY OF ROSEMOUNT. ROCK CONSTRUCTION ENTRANCES SHALL BE
INSTALLED AND MAINTAINED AT EACH CONSTRUCTION ENTRANCE.
STREET SWEEPING REQUIRED AS NEEDED.
3. CONTRACTOR SHALL NOTIFY GOPHER STATE ONE CALL AT
800-252-1166, 48 HOURS PRIOR TO ANY EXCAVATION
4. STOCKPILES SHALL BE PROTECTED WITH SILT FENCE.
5. CONTRACTOR SHALL OBTAIN ANY PERMITS NECESSARY FOR THE
WORK.
6. CONTRACTOR SHALL ENSURE ALL CONSTRUCTION ACTIVITIES COMPLY
WITH THE NPDES PERMIT. INCLUDING BUT NOT LIMITED TO
DEWATERING OPERATIONS.
7. DRIVEWAY GRADES SHALL BE BETWEEN 3% AND 10%
LOWEST ALLOWABLE FLOOR ELEV = 1 FT ABOVE
100 YEAR HWL OF ADJACENT POND
LOWEST ALLOWABLE OPENING ELEV = 3 FT ABOVE
100 YEAR HWL OF ADJACENT POND AND 1 FT
ABOVE AN EOF
1-1
941.8
946.8GARAGE FLOOR
ELEVATION
PROPOSED LOT BLOCK
PROPOSED
GROUND ELEVATION
FBHOUSE TYPE
4.8%DRIVEWAY SLOPE
MAXIMUM LOT COVERAGE
LOTS OVER 9,750 SF - 35%
LOTS AT OR BELOW 9,750 SF - 40%
SETBACKS
FRONT - 30 FEET
SIDE STREET - 25 FEET
SIDE - 7.5 FEET
REAR - 25 FEET
DENOTES CONSERVATION POST
FBWO - FULL BASEMENT WALKOUT
FBLO - FULL BASEMENT LOOKOUT
FB - FULL BASEMENT
1 7-2-19 JM ADDED SURVEY SHOTS FROM 6-28-19
LO=942.5
937.8
PROPOSED LOW OPENING
LOWEST ALLOWABLE
FLOOR ELEVATION
3/27/2020 48365
DENOTES AS BUILT GROUND ELEVATION
2 3-25-20 JM REVISED LOTS 7 & 8, BLOCK 1 LOWEST FLOOR ELEV.
1-1 2-1
3-1 4-1 5-1 6-1 7-1 8-1 9-1 10-1 11-1 12-1 13-1
1-2
2-2
2-3 3-3 4-3
5-3
6-3
1-3
3-4 4-4 5-4 6-4
2-4
1-4
FBWO
FBWO
FBWO FBWO FBWO FBWO FBLO FBLO FBWO
FBWO FBWO FBWO
FBWO
FB
FB
FB FB
FB FB
FB
FB
FBFB
FB
FBLO8.3%7.6%7.9%9.1%6.2%6.8%9.5%7.4%7.3%7.2%6.9%FBLO
FBLO
ABERCORN AVENUEASHFIELD AVENUE4+50951.565+00952.146+00951.50HP: 5+15.41Elev: 952.18ASHFORD PATH
2+00953.713+00951.514+00949.4517+50
952.71 18+00
952.25
19+00
951.25
20+00
950.25
21+00
949.25
22+00
948.33 23+00
949.16 24+00
950.72 25+00
952.27
26+00
952.79
LP: 22+14.17
Elev: 948.30
HP: 25+75.32
Elev: 952.86
9.7%9.3%8.5%
8.
4
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8.
2
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6.8%9.3%9.1%8.5%7.7%6.
9
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7.6
%
0.7' DROP
0.7' DROP
4:1 MAX SLOPE
INFILTRATION AREA
HWL: 941.7
10 DAY SNOW MELT=942.58
4:1 MAX SLOPE
954.5954.1954.0
953.6 952.9
953.3
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6
.
0ASHDALE AVENUEMAINTANCE ACCESSLO=947.8
LO=947.3
LO=946.8
LO=945.8 LO=945.3 LO=945.0 LO=946.5
LO=946.5
LO=945.0
LO=946.3LO=945.3
LO=947.3
LO=947.8
LO=951.5
LO=950.5
LO=954.3 LO=953.6
LO=954.3
LO=956.6
LO=954.8
LO=953.3
LO=954.0
LO=954.3
LO=955.8
LO=955.8
LO=956.8
LO=955.8
946.5
946.0
945.5 944.5 944.0 943.7 942.7 942.7
943.7
944.0
945.0
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946.5
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945.0 944.0 945.0
945.8 946.5
946.5
946.5
947.3
947.3
945.5
E.O.F.
952.5
950.7
Note: INFILTROMETER TESTING P
O
S
T
C
O
N
S
T
R
U
C
T
I
O
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947.3
946.8
955.5
955.0
956.0
955.0
951.0
950.0
953.4
EX. E.O.F.
948.5
947.9
951.8
952.3
953.0
952.9
953.3
CB
R:949.2
EX CB
R:952.4
EX CB
R:951.4
EX CB
R:951.0
EX CB
R:952.4
EX CB
R:947.48.4%7.5%7.3%7.3%955.0954.4955.0954.5954
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942
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954956
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9549569
5
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952952950952954956
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950948946946948952954
948
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952954956954954954954
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2
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952950
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942
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942
942
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940
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942
942
944
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948
940
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942
944
946
948
952
954
956
944
EXISTING STOCK PI
L
E
6
1
3
0
C
U
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Y
A
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SELECT GRANULAR
S
S
DATE____________ REG. NO._________
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND
THAT I AM A DULY LICENSED ENGINEER UNDER
THE LAWS OF THE STATE OF MINNESOTA.
LIGHT AND SIGNAGE PLAN
ROSEMOUNT,MINNESOTA
1
1
JM 3-25-2020
AS SHOWN
17055.00
EXCELSIOR, MN 55331
350 HIGHWAY 7, SUITE 125
PRESTWICK LLC
1. SIGNAGE LOCATIONS SHOWN ARE APPROXIMATE AND SHALLE
INSTALLED PER CITY REQUIREMENTS.
2. FINAL DETERMINATION OF LIGHT LOCATIONS ARE TO BE DIRECTED PER
LOCAL UTILITY COMPANY.
DENOTES STOP SIGN LOCATION
1 7-2-19 JM ADDED SURVEY SHOTS FROM 6-28-196-13-2019 48365
DENOTES PROPOSED LIGHT POLE LOCATION
2 3-25-20 JM REVISED LOTS 7 & 8, BLOCK 1 LOWEST FLOOR ELEV.
S
5432124653OUTLOT A8911479101286751322143756121DRAINAGE AND UTILITY EASEMENT OVER ALL OF OUTLOT A,PRESTWICK PLACE 19TH ADDITION TO BE VACATED.DATE____________ REG. NO._________I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.EASEMENT VACATIONROSEMOUNT,MINNESOTA11JJ2-3-20201"=100'17055.00EXCELSIOR, MN 55331350 HIGHWAY 7, SUITE 125PRESTWICK LLC
MEMORANDUM
To: Anthony Nemcek, Planner
CC: Kim Lindquist, Community Development Director
Brian Erickson, Director of Public Works/City Engineer
Stacy Bodsberg, Planning and Personnel Secretary
From: Stephanie Smith, Assistant City Engineer
Date: March 31, 2019
Subject: Prestwick Place 20th Final Plat- Engineering Review
SUBMITTAL:
The plans for Prestwick Place 20th Addition have been prepared by Probe Engineering
Company, dated February 3rd, 2020. Engineering review comments were generated from the
followi ng documents included in the submittal:
▫ Prest wick Place 20th Grading Plan
▫ Prestwick Place 20th Addition Final Plat
▫ Easement Vacation Exhibit
The review of this development is also based on submittals for Prestwick Place 19th Addition.
GENERAL COMMENTS:
The developer has informed the City of their intent to have the construction plans designed by
the City and have the construction administrated privately by the developer. The developer has
deposited $40,000 with the City to start the plan design.
1. The development fees below are estimated based on the current Schedule of Rates and
Fees. These fees are due with the final plat and subdivision agreement.
GIS Fees: $60/unit
Sanitary Sewer Trunk Charge: $1075/acre
Watermain Trunk Charge: $6500/acre
Storm S ewer Trunk Charge: $6865/ net developable acre
2. Per the existing Joint Development and Cost Sharing Agreement, the developer is
responsible for the costs of adjacent roadways. These costs are as follows:
Prestwick Cost Share Spreadsheet: G:\ENGPROJ\431\Prestwick Place Cost Share Tabulation -
2020.xlsm
The developer is responsible for costs associated with upgrading Akron Avenue. This
cost is $278.40/acre.
The developer is responsible for costs associated with the extension of Connemara
Trail between Bloomfield and Akron Avenue. This cost is estimated at
$12,643.12/acre.
3. Plans must be signed by an engineer registered in the state of Minnesota.
RIGHT OF WAY AND EASEMENTS :
The plat consists of re -platting an existing outlot into the lots of Prestwick Place 20th Addition.
Right -of-way will be dedicated for the local streets that will serve the new lots. Per City Code,
Drainage and Utility (D&U) easements will be dedicated around the perimeter of the lots and
over the stormwater BMPs.
4. The existing drainage and utility easements must be vacated prior to and concurrently
with recording the final plat.
5. E asements are required over all ponding and infiltration areas, and shall encompass at
minimum the HWL and all naturally vegetated areas. Signage for easements shall be
provided by the developer prior to sale of properties, and an extended maintenance
warranty shall be required to ensure establishment of the naturally vegetated areas.
6. Storm sewer is proposed along the side and back lot lines of many properties to convey
rear yard drainage. Drainage and utility easements along these lines shall prohibit the
construction of structures such as sheds to ensure that access can be provided for storm
sewer maintenance. Fences are allowed but shall not restrict drainage and are required to
include gates for truck access over the drainage and utility easement. Also, landscaping
that will block access should be prohibited.
7. Trees are not allowed to be planted within drainage and utility easements, over the
proposed storm sewer, or within a pond access location. Trees located on individual
properties shall not be planted near the sanitary sewer and water service lines.
8. The developer shall work with their builders to ensure that homebuyers have knowledge
of the infiltration basin and large backyard easements on the lots north of Ashford Path.
Easement restrictions should be added as a restriction on the property deed.
9. The width of drainage and utility easements over all public utilities shall be verified
during final design.
STREET AND SIDEWALK
10. Street profiles shall callout and verify the tie-in points with the portions of the road
constructed with previous additions.
11. Intersection stationing shall be called out on the street profiles.
12. The applicant shall submit a signage plan for review.
13. A street lighting plan shall be submitted for review and must comply with City standards.
Street light requirements are detailed below:
at all public street intersections
at the end of all cul-de-sacs
at regularly spaced intervals (not to exceed 500’) on alternating sides of the street
at all instances where the road configuration warrants extra illumination as
determined by City Engineering Staff
WATER AND SANITARY SEWER
14. The water and sanitary sewer construction plans will be designed, consistent with City of
Rosemount Engineering Guidelines and Standard Specifications and Detail Plates, by the
City’s consultant WSB at the applicant’s expense.
STORMWATER
The applicant proposes an infiltration basin behind the lots north of Ashford Path.
15. Infiltrometer testing to verify the infiltration rate shall be required prior to public
acceptance of the infiltration basin.
16. Soil amendment is required in basins where the infiltration rate is higher than 8.3 inches
per hour.
WSB Engineering reviewed the Prestwick Place 20th Addition grading and stormwater
management plan on behalf of the City. The recommended conditions of approval are
summarized below:
17. A minimum of 1’ of separation is required between the basement floor elevation and
100-year high water elevation. The following houses are not meeting this: 8-1, and 7-
1.
18. The last grading sent grading plan in our records did not have a maintenance access
shown, which is now included in the grading plan and plat. The access is between
houses 8-1 and 7-1 with no change in setback, and there is no language included to
pre vent a property owner building on top of the access. The maintenance access is
15’ wide according to the plat, and is an 8% slope from the grading plan, it is
meeting the City requirements. Because the houses are 18.5’ apart, this access is not
in a preferred location.
Should you have any questions or comments regarding the items listed above, please contact me
at 651-322-2015.
MEMORANDUM
To: Kim Lindquist, Community Development Director
Kyle Klatt, Senior Planner
Anthony Nemcek , Planner
From: Dan Schultz, Parks and Recreation Director
Date: March 16, 2020
Subject: Prestwick Place 20th Additional Final Plat
The Parks and Recreation Department recently re viewed the final plat for the Prestwick Place 20th
Addition. After reviewing the plans, the Parks and Recreation Department staff has the following
comments:
PARKS DEDICATION
The park s dedication requirement for the 27 units in the 20th addition is to be cash in lieu of land.
The cash in lieu of land dedication for 27 units is $91,800 (27 units x $3,400 per unit). The cash
dedication is to be paid prior to, or at the time of execution of the final plat.
Please let me know if you have any questions about this memo.