HomeMy WebLinkAbout5.c. PCExSumm Prestwick Place 13th PP-FP-PUD 7-26-16EXECUTIVE SUMMARY
Planning Commission Meeting Date: July 26, 2016
Tentative City Council Meeting Date: August 2, 2016
AGENDA ITEM: Cases 16-34-PUD, 16-21-PP, and 16-22-FP
Request by Prestwick, LLC for a Preliminary
Plat, Planned Unit Development Master AGENDA SECTION:
Development Plan with Rezoning and Final Public Hearing
Plat to Develop a 191 Lot Subdivision on
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Outlot C of Prestwick Place 2 Addition
PREPARED BY: Kyle Klatt, Senior Planner AGENDA NO. 5.c.
ATTACHMENTS: Site Location Map; Preliminary Plat;
Preliminary Grading Plan, Preliminary Utility APPROVED BY: K.L.
Plan, Existing Conditions, Preliminary
Phasing Plan, Detail Sheet, Preliminary
Street Profiles, Landscape Plan, Prestwick
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Place 13 Addition Final Plat, Prestwick
Place Overall Plan (from 2011), Park and
June 21;
dated June 19,
RECOMMENDED ACTION: Staff recommends the Planning Commission make the
following motions:
1. Motion to recommend the City Council approve the Preliminary Plat for Prestwick
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Place 13 Addition, subject to conditions:
a. Approval of a Planned Unit Development master plan and rezoning the
subject property and designating minimum lot requirements and setbacks.
b. Conformance with all requirements of the City Engineer as detailed in the
attached memorandum dated July 21, 2016.
c. Conformance with all requirements of the Parks and Recreation Director as
detailed in the attached memorandum dated July 21, 2016
d. Dedication of Drainage and Utility easements and must be dedicated over all
ponding areas.
2. Motion to recommend the City Council approve the Planned Unit Development
Master Development Plan with the Rezoning of the property from AGP Agricultural
Preserve to R1 PUD Low Density Residential Planned Unit Development, subject
to conditions:
a. The front elevation design shall include one of the following elements:
i. Three and a half (3.5) feet of brick or stone wainscoting, excluding
doors, windows or the wall behind the front porch;
ii. A front porch with railing that extends at least 30% of the width of the
front elevation, including the garage;
iii. A side entry garage;
iv. Or, no more than 70% lap siding, excluding doors and windows.
b. A deviation from City Code Section 11-2-15 F. so that the home designs do
not need to include an option for a three garage stall.
c. A deviation from City Code Section 11-4-5 F.1. to reduce the interior lot
minimum area of 10,000 to 8,600 square feet and corner lot minimum area
from 12, 000 to 10,200 square feet.
d. A deviation from City Code Section 11-4-5 F.2. to reduce the minimum lot
width to sixty five (65) feet for interior and eighty (80) feet for corner lots.
e. A deviation from City Code Section 11-4-5 F.4. to reduce the front yard
setback to twenty five (25) feet.
f. A deviation from City Code Section 11-4-5 F.5. to reduce the side yard
setback to seven and one half (7.5) feet.
g. A deviation from City Code Section 11-4-5 F.9. to reduce the maximum lot
coverage to forty percent (40%) for lots less than 9,750 square feet in size
and thirty five percent (35%) for lots over 9,750 square feet.
h. Each corner lot will have two overstory trees, one fronting on each road. The
seed mix in the ponding areas should be modified to include more wildflowers
in the mix. Both of these modifications should be made to the landscape plan
prior to release of the final plat.
i. Conformance with all requirements of the City Engineer as detailed in the
attached memorandum dated July 21, 2016
j. Conformance with all requirements of the Parks and Recreation Director as
detailed in the attached memorandum dated July 21, 2016.
k. The landscape plan shall be updated to include additional plantings of
evergreen or deciduous trees along railroad right-of-way.
l. The landscape plan shall be updated to include additional plantings of
evergreen or deciduous trees along Connemara Avenue, and Akron Avenue
and/or a berm subject to approval by the City.
3. Motion to recommend the City Council approve the Final Plat for Prestwick Place
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13Addition, subject to conditions:
a. Approval and execution of a subdivision agreement.
b. Trees installed on individual lots shall be planted in a location that does not
interfere with curb stops or individual sewer or water connections.
c. Conformance with all requirements of the City Engineer as detailed in the
attached memorandum dated July 21, 2016.
d. Conformance with all requirements of the Parks and Recreation Director as
detailed in the attached memorandum dated July 21, 2016.
e. All easements as requested by the City shall be documented on the Final
Plat.
f. Vacation of existing drainage and utility easements over Outlot C of Prestwick
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Place 2 Addition and the dedication of new easements as required by the
City.
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SUMMARY
Applicant: Prestwick, LLC
Location: West of Akron Avenue about ½ mile north of CSAH 42 and south
of the Union Pacific Rail Line, immediately north of Prestwick
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Place 8 and 12 Additions
Acres: 72.59 Acres
Proposed Lots: 191 Lots
Gross Density: 2.63 Units/Acre
Wetlands: None
Net Density: 2.63 Units/Acre
Existing Comp Plan Designation: LDR Low Density Residential
Existing Zoning: AGP Agricultural Preserve
Proposed Zoning R1 PUD Low Density Residential Planned Unit Development
The Planning Commission is being asked to consider an application from Prestwick, LLC for a Preliminary
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Plat, Panned Unit Development (PUD) Master Plan with Rezoning, and Final Plat for Prestwick Place 13
Addition to allow 191 lots on 73 acres. The proposed preliminary plat is located within the northern portion
of the of the preliminary development plans for Prestwick Place. The preliminary plat provides legal
entitlement to a certain number of lots, but actual developable lots would not be created until a final plat is
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approved. The Prestwick Place 13 Addition Final Plat will develop the first 41 lots identified as the first
phase of the phasing plan leaving the remaining 150 lots for seven additional future phases. The proposed
lots are consistent with the lots approved in earlier plats within Prestwick Place, and staff is recommending
similar lot sizes, lot widths, and setbacks as previous additions with consideration for the design guidelines
found in prior phases.
BACKGROUND
The overall preliminary development plan for Prestwick Place was approved by the City in 2007, and
covered nearly 300 acres of land both east and west of Akron Avenue immediately north of County Road
42. The original plans included a mix of low density residential, higher density residential townhouses and
apartments, and commercial development within the project area. Although the City approved a PUD
Master Plan and zoning for the southern portions of the development, all areas north of Connemara and
west of Akron Avenue were set aside for future development (hence no master plan or zoning changes were
submitted for these areas in 2007). Due in part to the economic downtown that hit shortly after project
approval, no development occurred within the PUD until after the developer requested Comprehensive Plan
amendments in 2010 and 2011 that eliminated all medium density residential from the PUD areas located
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west of Akron Avenue. The City approved two larger residential subdivisions called Prestwick Place 2 and
rd
3 Additions shortly after the Comprehensive Plan amendments were considered, and to date, 259 lots have
been platted west of Akron Avenue with subsequent final plats (12 total additions constructed by three
different developers).
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The current request is located within a large outlot created as part of the 2 Addition, and is situated north
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of the 2 Addition area, west of Akron Avenue, west of the Bloomfield Addition, and directly south of the
Union Pacific railroad right-of-way that forms the northern boundary of the Prestwick PUD area. Prior to
2015
density residential consistent with the original Prestwick Place plans. In early 2015, the City approved a
Comprehensive Plan Amendment to remove the medium density residential element from this area, and
currently all portions of the property are guided for low density residential development. The subject area
was not included in any previous PUD master plan or rezoning approved by the City, so this portion of the
Prestwick area is still zoned AG Agricultural and will need to be rezoned to R1-PUD Low Density
Residential to support the proposed subdivision.
3
The developer is also requesting approval of a PUD Master Development Plan for the preliminary plat area
consistent with the development standards approved in previous Prestwick subdivisions. These standards
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notably for lot size and width, setbacks, and impervious coverage requirements.
Preliminary plat, rezoning and final plat requests are quasi-judicial decisions for the Planning Commission
meaning that the Planning Commission is acting as a judge to determine if the regulations within the
Comprehensive Plan, Zoning Ordinance and Subdivision Ordinance are being followed. The Planned Unit
Development Master Development Plan is a legislative decision because of the Code deviations being
requested. Legislative decisions give the Planning Commission more latitude, but consideration should be
given to the PUD standards of the existing Prestwick Place development as well as the PUD standards in the
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adjacent Greystone development (east of the preliminary plat area). The recommended Prestwick Place 13
Addition PUD regulations are identical to those in the existing Prestwick Place PUD and similar to the
Greystone standards.
nd
The proposed preliminary plat would encompass all of Outlot C of Prestwick Place 2 Addition, and would
extend developable lots north of existing subdivisions within the overall Prestwick PUD area. All access
into the subdivision would come from existing local or collector streets platted with earlier Prestwick phases,
and all planned roads loop back through the preliminary plat area because of the railroad right-of-way that
forms the northern boundary of the project. The only connection to an adjacent parcel will be a connection
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to an existing street stub in the Bloomfield 7 Addition. The overall configuration of lots, lot size, and other
design elements are very similar to the lots that have been approved immediately to the south, but are
slightly larger than were originally described in the Prestwick PUD. All of the Prestwick lots approved to
date have maintained a 65-foot minimum lot width.
The original lot layout for Prestwick included a series of storm water ponds along the railroad right-of-way
that provided some separation and buffering from the rail line. With the revised plans for the subject area,
the developer is proposing to establish lots with extra depth along the rail line that will accomplish a similar
objective and provide room for storm water ponding within drainage and utility easements. The proposed
system will act like a long swale running west to east that will lead to a larger storm water pond in the
extreme northeastern portion of the site.
The site is relatively flat and has historically been used for agricultural purposes. The historic farmstead for
the area was located in the south central portion of the area to be platted, but all buildings and trees
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associated with this past use were removed as part of the grading work for the 12 Addition. There are no
trees currently on the property with the exception of vegetation parallel with the northern property line. The
original PUD master plan included a tree preservation and protection plan, and the City approved the overall
tree planting requirements with this initial approval. Subsequent landscape plans have been reviewed for
general conformance with the approved plan, and to date the developer has documented that there have
bee
The only other major site limitation is an existing Northern Natural Gas pipeline and easement that runs east
to west in the southwest portion of the preliminary plat. All lots and roads have been designed to account
for the easement and the developer will need to secure proper permits before working over the line. There
are no identified wetlands or other features that will restrict development of the property under
consideration.
4
The subject property is currently zoned AG Agricultural Preserve and in order to approve the proposed plat
to accommodate the small lot, single family homes proposed, the applicant has requested zoning of R1 PUD
- Low Density Residential Planned Unit Development. The deviations from the R-1 standards requested by
Prestwick, LLC include a reduction in the minimum lot size from 10,000 square feet to 8,600 square feet;
reduction in the minimum lot width from 80 feet to 65 feet, reduction in the front yard setback from 30 feet
to 25 feet; reduction in the side yard setback from 10 feet to 5 feet; and an increase of the maximum lot
coverage tiered from 30% to 40% depending upon lot size.
Please note that all of the requested standards are very much in line with the previous approvals in Prestwick
with the exception of the 5-foot side yard setback sought by the developer and noted on the development
plans. Staff is not supportive of this
approvals within Prestwick or any other low density residential neighborhood approved by the City. The
original PUD for Prestwick allowed a combination of a 5-foot garage setback with 10-foot house setback,
--foot setback on both sides.
Staff is concerned that the 5-foot setback will result in homes that are too close together, and would place
structures immediately on top of the required drainage and utility easements. A decrease in the separation
between houses from 15 to 10 would leave very little room for accessing the rear yards of properties or
being able to maintain any landscaping or other improvemen
regulations allow for encroachments into required setback areas for things like roof eaves, gutters, fireplace
bump-outs, and other improvements that would leave almost no space between houses for light, air, and
access. The following chart reflects the staff recommendation of a 7.5-foot side yard setback.
Comparison of Lot Requirements and Standards
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Current R-1 Greystone Proposed Prestwick 13
Category
Standards Standards Addition Standards
10,000 sq. ft. (Interior) 8,600 sq. ft. 8,600 sq. ft.
Min. Lot Area
12,000 sq. ft. (Corner) 10,400 sq. ft. 10,200 sq. ft.
80 ft. (Interior)
Min. Lot Width
60 ft. 65 ft.
95 sq. ft. (Corner)
30 ft. 25 ft. 25 ft.
Min. Front Yard Setback
10 ft. 7.5 ft. 7.5 ft.
Min. Side Yard Setback
30 ft. 30 ft. 30 ft.
Min. Rear Yard Setback
30% 30%, 35%, 40% 35%, 40%
Max. Impervious Surface
The applicant is proposing to build two story home designs that are consistent with the homes being
constructed in the earlier Prestwick Phases. The developer has not submitted any specific home plans for
this area, and has indicated that he will be working with three different builders, each of whom are expected
to have slightly different housing designs.
In exchange for the proposed reductions from R1 district standards, staff is proposing that all front
elevation designs for the homes includes one of four design features:
A minimum of three and a half (3.5) feet of brick or stone wainscoting, excluding doors, windows or
the wall behind the front porch;
A front porch with railing that extends at least 30% of the width of the front elevation, including the
garage;
A side entry garage;
No more than 70% lap siding, excluding doors and windows.
5
These same standards are used in both the Greystone and Prestwick Place developments and have been
applied to all homes built in these subdivisions to date.
.
The proposed preliminary plat would subdivide the 73 acre property into 191 single family lots. The plat
does not include any outlots as all storm water ponding and drainage improvements will be located on
private property within easements. Most of these drainage improvements are located along the northern
typical R1 low density
residential lots. The plat includes one larger lot adjacent to Connemara Trail that will include a storm
water ponding area, but this also will be located on private property subject to easements. The City
previously acquired a small parcel just outside the northeast corner of the plat that will be used for a future
well; the well site was dedicated to the City as part of an earlier plat and will not be impacted by the
proposed subdivision.
The proposed plat depicts the construction of several new streets to serve the 191 lots, and the plat includes
names for each street as recommended by staff. The typical street design for this subdivision is a 32 foot
wide street with a sidewalk installed on one side of the street
for a street that allows parking on both sides of the street. The Parks Director has asked that sidewalks be
extended into cul-de-sac streets as noted in the attached review comments.
All access points into the subdivision will occur from existing local streets to the south, including Abercorn
Avenue and Abbeyfield Avenue. There is one new planned connection to Connermara Trail that will result
in an extension of Ailesbury Avenue further to the north. This connection point was planned and improved
with an earlier Prestwick project. One additional access point is planned for the western edge of the
subdivision and will provide a connection into the Bloomfield neighborhood. This future connection and
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access was planned and constructed with the Bloomfield 7 Addition. All other planned roads are internal
to the development, and have been arranged in a manner to provide an approximate grid pattern running
north and south. Staff provided early feedback to the developer concerning the arrangement of streets, and
all requested modifications were made to the streets in order to ensure compliance with City street
standards. The development does include one longer east-west road serving the northernmost lots, which
could not be avoided without reducing accessibility for the entire neighborhood. The developer has
proposed some slight curvature into this street to help calm traffic and provide some variety in the
streetscape.
The proposed street layout as well as the proposed phasing plan will help the developer avoid installing
temporary turn-around areas as each project phase is constructed. Each phase of the project will either
connect into an existing street or will provide a loop around the lots to be constructed at each stage.
There are no wetlands located on this site.
The majority of the site is currently or was formerly used as agriculture and is devoid of trees. There were
previously some trees located around the former farmstead, but previous examination of these trees found
many box elders and no heritage trees as defined by City Code. The tree replacement requirement for this
area was addressed and fulfilled in the original Prestwick Place preliminary plat and nothing additional is
required with this approval.
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The landscaping for the subdivision will be predominately trees planted on individual lots. As part of its
review, staff is recommending that the landscape plan be revised to include additional plantings along
Connemara Trail, Akron Avenue, and the railroad right-of-way. With regards to Connemara Trail and
Akron Avenue, all other portions Prestwick Place along these roads included a small berm to help provide
some separation from homes and the collector roads. At a minimum, staff is requesting additional
screening or a small berm similar to the neighboring properties. With past approvals, the City required the
Akron Avenue and Connemara Trail frontages to have 4 foot tall berms, deciduous trees spaced evenly
along the property line with the roadway, and a minimum of three evergreens on each individual lot
abutting Akron or Connemara. There is not as much space for berming than in the neighborhoods to the
south. Part of the reason for this is the installation of ponding and drainage swales in the northern and
eastern portions of the site. Any fencing constructed on lots will need to be located with the landscaping
outside of the fence and between the fence and Akron Avenue or Connemara Trail.
Trees installed on the individual lots will include one tree for each interior lot and two trees for each
corner lot, or 217 trees for the entire subdivision. The trees will be installed after the lots are developed
and final grade has been established. Trees will be required to be installed in locations that do not interfere
with curb stops or individual sewer or water connections. The applicant is not proposing to use a
homeowners association so all the landscaping would be installed on private property and the individual
homeowners would be responsible for their landscaping.
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The Parks and Recreation Director reviewed the Prestwick Place 13 Addition Plans and finds that no
additional land is necessary for the neighborhood park. In this case, land has previously been dedicated
for Ailesbury Park within Prestwick Place, and staff is recommending that the developer pay cash in lieu of
land ded
amount is documented on the attached memorandum from the Parks Director, which totals $649,400 for
the entire project payable upon final platting. Staff is recomme
memorandum as a condition of approval.
The City Engineer has provided a review memorandum for the subdivision, and the majority of the
comments pertain to modifications needed to bring the public improvement and grading plans into
conformance with City requirements. There are several locations throughout the project area where
additional or expanded easements will be necessary to cover the planned infrastructure (including storm
water catch basins and storm water pipes). In general the planned streets and sewer and water
infrastructure have been found to meet City requirements or will require minor modifications to bring
them into conformance. One of the more significant comments from the City Engineer concerns the
planned phasing and construction of the storm water system. The applicant will need to identify an
interim strategy for construction of these improvements to the satisfaction of the City Engineer.
Compliance with the City Engin
.
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The applicant has submitted a 41 lot final plat named Prestwick Place 13 Addition. The final plat
includes the construction of an extension of Abercorn Avenue, the western portion of Ashbrook Path, a
short segment of Ashfield Avenue, and the connecting streets of Ashford Path, Ashdale Avenue, and
Abbyfield Avenue. The final plat represents the first phase of eight total phases for the project, with
future projects extending eastward before working back towards the western half of the site. As noted
above, the final plat and subsequent phases have been planned in a manner to avoid the need for
temporary turn-around areas at the end of future street connections. The final plat is consistent with the
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preliminary plat and staff recommends approval of the final plat following the Planning Commission
recommendation of approval of the preliminary plat and PUD.
CONCLUSION & RECOMMENDATION
Staff recommends approval of a Preliminary Plat, Planned Unit Development (PUD) Master Development
Plan with Rezoning from AGP Agricultural Preserve to R1 Low Density Residential and Final Plat with
the conditions listed. This recommendation is based on the information submitted by the applicant, findings
made in this report and the conditions detailed in the attached memorandums.
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5 THE RECORDED PLAT ON FILE IN DAKOTA COUNTY, MINNESOTA.EXISTING ZONING: PUDPROPOSED ZONING: PUDOUTLOT C, SECOND ADDITIONTOTAL NO. OF LOTS
L21 B1 EXISTING LEGAL DESCRIPTION:OUTLOT C, PRESTWICK PLACE 2ND ADDITION, ACCORDING TOPID NO. 34-58601-00-030PRESTWICK PLACEPROPOSED RIGHT OF WAY: 13.34 ACRESNET DENSITY
(OUTLOT C)
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.CONTACT 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.BURNSVILLE, MN 55337PH. NO. 952-432-3000
1000 E. 146TH STREET, SUITE 240
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6 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED
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SETBACKSSIDE STREET - 20 FEETSIDE - 5 FEET
FRONT - 30 FEETREAR - 25 FEETLOWEST ALLOWABLE FLOOR ELEV = 1 FT ABOVE HWLOF ADJACENT PONDLOWEST ALLOWABLE OPENING ELEV = 3 FT ABOVE
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CONTACT 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.BURNSVILLE, MN 55337PH. NO. 952-432-3000
1000 E. 146TH STREET, SUITE 240
E
U
N
E
V
A
E
D
I
A
L
E
D
A
DATE____________ REG. NO._________
T
N
E
M
E
S
A
E
5
9
E
N
I
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BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED
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6 9
9
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L
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3V
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3
2
3
D
1
LPHASING IS SUBJECT TO REVISION
1
L
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E
0
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B 6
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8
2
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1D
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8
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1B
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A
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B
2
8
3
1B
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3
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6 4
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88
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57
6
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9
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1
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1
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8
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8
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9B
8
3
8
3
2
41L
LBL
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2
L8
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18
2
T
1
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L
S
28
0
0 4
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6 1
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9
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7
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L
T
4
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1
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4
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1
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3
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17
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P
72.59 ACRES 1932.65 Lots / Ac
2
7
5 8H
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L
2L
T
D
7
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7
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7
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9
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A
8
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7
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7
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7
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1
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B
2
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2
0
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1
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2
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9
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2
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0
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1 6
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6
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1
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0
2
16THE RECORDED PLAT ON FILE IN DAKOTA COUNTY, MINNESOTA.EXISTING ZONING: PUDPROPOSED ZONING: PUDOUTLOT C, SECOND ADDITIONTOTAL NO. OF LOTS
EXISTING LEGAL DESCRIPTION:OUTLOT C, PRESTWICK PLACE 2ND ADDITION, ACCORDING TOPID NO. 34-58601-00-030PRESTWICK PLACEPROPOSED RIGHT OF WAY: 13.36 ACRESNET DENSITY (OUTLOT
C)
6 1
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L
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L
2
16
L
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B
03
6
2
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L
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42
6
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L
B
B
0
1 6
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3
8
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1
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9
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2
6
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1 0
6
62
B
6
B
5
BB
B
6
1
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74
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5
1
1
L
L
L
L
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U
0 N
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6 N
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0 A
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0 R
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7A
6
6
1
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1
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B
6
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1
3
3
B
L25
3
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B
3
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1
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1
1
2L
L
B
L
CONTACT 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.BURNSVILLE, MN 55337PH. NO. 952-432-3000
1000 E. 146TH STREET, SUITE 240
5
5
13
BH
L
B
5
T
2
4
B
A
2
L
1
L
P
2
3
B
L
B
4
K
3
5
3
14
REVISED PHASE 1
BB
O
B
L1
3
REVISED 141ST CT. BLOCK 3 & ADDED EASEMENTS
5
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1
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5E
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2
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L
1
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3 CO
1
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35
3
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1
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B
A
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5
0
6
3
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2
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B
1
LD 6-6-16
3 7-15-16
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4
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6
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1
2
1
2
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2
3
5
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1
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7
9
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6
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1
15
31
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50 0
8 6
6
1
0
B DATE____________ REG. NO._________
H
1
2
1
L
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L T
8
0
BL
N
4
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3 E
1
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2
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5
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5 9
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15
1
33
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B I
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9
7
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2
P
LL
I
2
5 P
06 L
3
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
B I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED
B S
5
14 A
B3
G
1
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2
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0
6L
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1
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3
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N
4
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9
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3
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5
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4
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I
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4
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7
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E
U
N
E
V
A
N
R
U
B
U
A
DATE____________ REG. NO._________
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED
EL=951.11
5+71.70
951.36
EL=950.30
17+33.44
954.2
950.75
951.93
950.3
953.2
951.42
952.50
952.3
952.7
952.10
953.07
954.0
952.1
952.77
953.64
953.6
951.3
953.44
954.21
952.9
950.7
954.12
954.79
951.8
950.3
954.79
955.36
950.7
950.1
EL=951.07
955.46
6+17.38951.24
EVCE: 955.93955.93
950.1
952.4
EVCS: 1+50.00950.1
956.14
EVCE: 951.74951.74
956.23
949.7
EVCS: 5+50.00952.9
949.8
EVCE: 956.81956.81
951.93
BVCE: 956.00956.00
EVCS: 12+50.00949.9
953.2
BVCS: 0+50.00950.1
957.22
BVCE: 951.49951.49
955.50
EL=955.50
950.2
BVCS: 4+50.00953.2
0+00.00
950.1
957.09
950.74
950.9
952.5
BVCE: 956.42956.42
949.98
BVCS: 11+00.00951.5
950.8
955.48
949.23
951.3
949.0
954.55
948.47
950.5
947.4
953.62
947.72
949.7
945.5
952.68
946.96
948.4
944.0
951.75
946.21
947.1
944.1
950.82
945.45EL=948.06
947.3
4+49.53
944.6
949.88
949.03
944.70
EL=944.70
948.5
0+00.00EVCE: 949.41
950.1
944.7
EVCS: 7+25.00
949.04
950.01
948.5
951.6
948.82
950.99
947.6
BVCE: 948.98
952.7
BVCS: 6+25.00
949.24
951.98
946.1
953.0
949.74
952.96
945.8
952.6
950.24
EVCE: 953.94953.94
947.2
EVCS: 1+50.00951.7
EVCE: 950.74950.74
954.55
EVCS: 4+50.00948.1
950.9
951.00
BVCE: 954.42954.42
946.5
BVCS: 0+50.00950.4
950.76
953.92
EL=953.92
945.1
0+00.00
950.0
BVCE: 950.03950.03
BVCS: 3+00.00945.7
949.05
948.2
948.07
950.1
947.08
950.5
946.10
949.8
945.12
947.0
EL=944.14
EL=947.79
947.76
944.14
0+00.00
10+03.40
937.6
945.2
947.26
936.3
946.76
935.3
946.26
934.6
945.76
935.2
EL=948.30
945.26
8+68.25948.60
936.8
956.8
944.76
949.41
939.1
954.6
EVCE: 944.26944.26
950.22
EVCS: 6+50.00941.9
952.3
944.01
951.04
944.1
949.7
BVCE: 944.26944.26
951.85
BVCS: 5+50.00945.2
948.6
944.76
952.67
945.0
949.0
945.26
EVCE: 953.48
953.48
944.4
EVCS: 5+50.00950.7
945.76
953.99
943.4
EVCE: 946.01
952.0
EL=940.00
EVCS: 3+75.00
946.20
4+40.15
953.90
941.6
952.2940.66
941.2
946.20
BVCE: 953.20953.20
940.3
941.49
BVCS: 4+00.00950.6
942.7
945.70
952.20
939.3
BVCE: 945.26
950.0942.31
BVCS: 2+25.00
943.9
944.76
951.20
938.7
943.14
949.8
944.9
943.75
950.20
938.3
949.5943.97
945.5
942.75
949.20
938.4
944.79
948.8
945.4
941.75
948.20
EVCE: 941.50
938.4
948.6945.62
EVCS: 0+37.50
941.03944.6
947.20
939.8
946.44
947.7
BVCE: 941.12
943.3
941.25
EL=941.25
BVCS: -0+37.50
946.20
-0+50.00
941.2
946.6947.27
EL=947.27
0+00.00
942.0
945.20
EL=945.20
0+00.00
945.3
950.50
957.9
EVCE: 950.75
EVCS: 26+75.00
950.96
955.8
951.12
953.7
950.96
951.8
BVCE: 950.75
BVCS: 25+25.00
950.50
950.6
950.00
950.7
949.50
950.6
EL=945.96
949.00
41+78.45
950.6
945.40
946.3
EVCE: 944.91
948.50
EVCS: 41+25.00
949.6
944.53
EVCE: 948.25
947.5
EVCS: 22+75.00
948.06
949.0
944.52
946.4
BVCE: 944.88
948.06
BVCS: 40+25.00
948.7
945.36
BVCE: 948.25
945.1
BVCS: 21+75.00
948.50
949.0
946.32
944.0
949.00
950.3
947.28
946.6
949.50
951.6
948.24
948.4
950.00
951.8
949.20
948.9
950.50
951.9
950.16
947.1
951.00
952.3
951.12
942.6
951.50
953.3
952.08
939.0
EVCE: 952.56
952.00
EVCS: 36+25.00
954.5
952.98
EVCE: 952.25
938.0
EVCS: 17+75.00
952.46
955.5
953.45
938.3
952.61
955.9
953.44
938.6
BVCE: 953.25
952.41
BVCS: 34+75.00
955.5
BVCE: 952.18953.00
938.8
BVCS: 16+25.00
951.91
954.7
952.50
939.8
951.37
953.3
952.00
941.8
950.83
951.9
951.50
944.5
950.28
951.0
951.00
946.7
949.74
950.9
950.50
948.1
949.20
951.1
950.00
950.9
948.65
951.3
949.50
954.4
948.11
950.5
949.00
956.8
947.57
948.7
EVCE: 948.50948.50
EVCS: 30+00.00957.5
947.02
945.0
948.25
957.3
946.48
942.3
BVCE: 948.50948.50
BVCS: 29+00.00957.6
945.94
940.4
949.00
958.7
945.39
939.4
949.50
959.3
944.85
938.7
950.00
959.2
944.31
EVCE: 944.14
938.1
950.50
EVCS: 8+85.00
957.9
EVCE: 950.75
943.89
EVCS: 26+75.00
937.8
950.96
955.8
943.97
BVCE: 944.10
938.3
951.12
BVCS: 7+85.00
953.7
944.45
938.9
950.96
951.8
BVCE: 950.75
944.94
BVCS: 25+25.00
939.2
950.50
950.6
945.44
939.0
950.00
950.7
945.94
939.8
949.50
950.6
946.44
940.3
949.00
950.6
946.93
940.7
948.50
EVCE: 947.18
949.6
EVCS: 4+75.00
EVCE: 948.25
947.37
EVCS: 22+75.00
941.4
948.06
949.0
947.37
942.0
948.06
948.7
BVCE: 948.25
946.87
BVCS: 21+75.00
942.5
948.50
BVCE: 946.43
949.0
BVCS: 3+25.00
945.93
942.6
949.00
950.3
944.93
942.2
949.50
951.6
943.92
941.9
950.00
951.8
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941.8
950.50
951.9
941.92
941.4
951.00
952.3
940.92
939.6
951.50
953.3
939.92
EL=939.92
0+00.00
939.9
952.00
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9,174 SF
s
3-8
i
______________________________All overstory trees shall be planted on residential lots and not in
boulevards. Maintenance and upkeep of trees after warranty periodshall be sole responsibility of the homeowner.
M
31-1
9,082 SF
1-2
4-8
6
0
2-2
5-8
0
6
7-8
6-8
15-8
_
30-1
_
10,819 SF
_
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8-8
_
29-13-2
13-8
_
9,542 SF
14-8
_
_
12-8
_
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SPACING O.C.
_
11-8
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COMMON/BOTANICAL NAME
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_
16-1_______________________________
PLANT LIST: Site Plantings
23-5
3-3
1-3
1-5
2-3
15-1
4-3
22-5
2-5
14-1
14-3
5-3
E
21-515-3
U
3-5
13-3
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13-1
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6-3
20-5
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4-5 D
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K
16-3 A
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12-1
12-3
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7-3
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A
19-5
B
5-5
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11-1
17-3
8-3
18-5
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06
11-3
6-5
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A
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10-1
18-3
T
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R
9-3
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17-5
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9-1
19-3
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6
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10-3
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O 16-5
DATE____________ REG. NO._________
20-3
T
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22-3 W
P
I
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P
WN
06
T
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED
H
E S
A
14-5
B
G
23-3
T
6-1
N
10-5
Y
E
33-3
N
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A 24-3O
11-5
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32-3
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7
12-5
A
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6N
26-3___
64 trees 17 trees247 trees
159 trees
___
30-3
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4-1
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R
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3
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29-3 T
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27-3 S
0
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1
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35-3
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28-3
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ee
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12
r
N2 Trees x 32 Corner Lots =
_1 Tree x 159 Regular Interior Lots = ___
R
T
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B
l
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____
A
a
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2.
1.o
____
_Total Trees:______________________________________________________________________Akron (County Road 73) & Connemara Trail Screening:_________________________________________________________________
__________________________________________________________________________T______________________________________________________________________
LandscapeOverstory Trees:Evergreen Trees:
6
3
2
:
W
O
R
PERENNIAL PLANTING
PLANTING
DECIDUOUS TREE
PLANTING
EVERGREEN TREE
SHRUB PLANTING
DATE____________ REG. NO._________
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED
YARD TREES WILL BE PLANTED BY DEVELOPER AFTER CONSTRUCTION ON LOT ISACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS.
TREE SPECIES WILL BE SELECTED BY DEVELOPER FROM APPROVED SPECIES LIST (SEETREES INSTALLED ON FRONTS OF INDIVIDUAL LOTS SHALL BE PLANTED IN A LOCATION
NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN
2.3.4.5.
1.
COMPLETE. TIMING OF INSTALLATION WILL BE DEPENDENT UPON SEASON AND PLANT AVAILABILITY. COMPLETED IN THE IMMEDIATE AREA. SHEET 1). THAT
DOES NOT INTERFERE WITH CURBSTOPS OR INDIVIDUAL SEWER & WATER CONNECTIONS.
NOTES:
5
130130115
115
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=
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=4
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1
3
STREET EASEMENT
PER DOC. NO. 656231
4
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986
1
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=
3WILL BE SET AND SHALL BE IN PLACE WITHIN ONE YEAROF THE FILING OF THE PLAT. SAID MONUMENTS SHALL BE
.R0NO MONUMENT SYMBOL SHOWN AT ANY STATUTEREQUIRED LOCATION, INDICATES A PLAT MONUMENT1/2 INCH BY 14 INCH IRON MONUMENTS MARKED BYLICENSE NUMBER 19086.
5'
3THE EAST LINE OF OUTLOT C, PRESTWICK PLACE 2NDDENOTES 1/2" BY 14" IRON MONUMENTSET MARKED BY LICENSE NUMBER 19086,UNLESS OTHERWISE SHOWN.DENOTES 1/2" IRON MONUMENT FOUND,UNLESS OTHERWISE
SHOWN.CONTIGUOUS PLAT ORDINANCE
0DENOTES RESTRICTED ACCESS PER DAKOTA COUNTY
8
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ARE SHOWN THUS
10
58
DRAINAGE AND UTILITY EASEMENTS
AND 10 FEET IN WIDTH AND ADJOININGSTREET RIGHT-OF-WAY LINES AND REAR LOT
BEING 5 FEET IN WIDTH AND ADJOINING SIDELOT LINES,UNLESS OTHERWISE INDICATED,LINES, UNLESS OTHERWISE INDICATED.
a
all
on
asbe
is
will
liability
withPLACE
Dakota,
plat
Statutes,
or
of labeled
this
limited
easements
and
been,
that
Countythe
compliance
Minnesota
PRESTWICK
have
theshown
to
and
of
in
Minnesota
are
plat
a
certifiesplat
Minnesota;
ways
this
of
pursuant
this
LLC,
situated
on
public
hereby
certificate
State
Also,
the
and
thethis
propertyapproved
Prestwick
inpaid.
depictedof
use
of
date
been
public
_______,
the
describedSurveyor
Minnesota
for
________________________________________________________________________________________________________________________________________________________________________________________________Todd
B. TollefsonAttest: ____________________________________________________________________
SignaturePrintNotary Public, ____________ County, MinnesotaMy Commission Expires ____________________Russell P. Damlo, Land SurveyorMinnesota License No. 19086SignaturePrintNotary Public,
____________ County, MinnesotaMy Commission Expires ____________________20By: __________________________________Dakota County SurveyorBy: __________________________________Chair, County
BoardCounty Treasurer - AuditorDirectorDepartment of Property Taxation and Records
have
of
President
_____________________________________
County Recorder
monuments
as
Land
all
public
3,
County,
following
that
the
described
Johnson,
the
to
Subd.
Licensed
of
plat;
Dakota
Scott
of
duly
this
a
505.01,
owner
dedicate
on
Dean
__________________,
hereinbefore
am
fee
by
I
of
land
Section
hereby
that
day
the
Commissioners
designated
______,
does
company,
on
of
20
Statutes,
and
supervision;Board
liability
correctly
__________
_______
the
are
20
directthis
Minnesota
limited
ADDITION
in
my
year
labels
______
the
13TH20
________________,and
under
in
defined
Minnesota,
Minnesotaof
or
a
as
data
day
me
PLACE
payable
by
LLC,
President
lands,
______Rosemount,
wettaxes
of
9,
this
mathematical
prepared
Chair Secretary
and
Prestwick
Mayor City Clerk
PRESTWICK
all
meCity
__________________________ _______________________________________________________________ _____________________________________
aswas
Subd.
That
_____________________,
the
that
plat
of
of
before
platted
boundaries
this
day
505.021,
survey;
____________________
and
that
Council
water
PRESENTS:
all
Section
_______
City
certify
acknowledged
boundary
that
surveyed
the
the
THESE
bewastheon
by
BY
herebyyear;
Statutes,
to of
that
do
one
same
approvedcertify
instrument
within
theDamlo,
PERSONS
Minnesota
P.
was
Dean Scott Johnsonto
set
ALLrepresentation
hereby
plat
Outlot C, PRESTWICK PLACE 2ND ADDITION, according to the recorded plat thereof.caused
foregoing
do
Russell
State of Minnesota to wit:shown on this plat for drainage and utility purposes.STATE OF MINNESOTACOUNTY OF____________________Thecompany, on behalf of the limited liability company.correctcorrectlyth
is plat; and all public ways are shown and labeled on this plat.STATE OF MINNESOTACOUNTY OF____________________The foregoing surveyor's certificate was acknowledged before me this ______
day of ___________________, 20 _____, by Russell P. Damlo, Minnesota License No. 19086.CITY PLANNING COMMISSIONApproved by the Planning Commission of the City of Rosemount, Minnesota,
this __________ day of __________________, 20 ______.CITY COUNCILThisrequirements as set forth in Minnesota Statutes, Section 505.03, Subd. 2.COUNTY SURVEYOR20 ______.WeSection 272.12,
there are no delinquent taxes and transfer entered on this ________ day of ______________________, 20 _____.COUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTA20 ____, at _____ o'clock
___. M., and was duly filed in Book _____________________ of Plats, Page ______________________, as Document Number _________________________.
KNOWHasIn witness whereof said Prestwick LLC has caused these presents to be signed by its proper officer this ________ day of ___________________, 20 _______.Prestwick LLCBy ________________________
___________________, its ________________________________________I,Dated this ________ of ____________________, 20 ____.I hereby certify that in accordance with Minnesota Statutes, Section
505.021, Subd. 11, this plat has been reviewed and approved this _________ day of ____________________,BOARD OF COUNTY COMMISSIONERS13TH ADDITION and said plat is in compliance with
the provisions of Minnesota Statutes, Section 505.03, Subd. 2 and pursuant to the Dakota County Contiguous Plat Ordinance.DEPARTMENT OF PROPERTY TAXATION AND RECORDSPursuantI hereby
certify that this plat of PRESTWICK PLACE 13TH ADDITION was filed in the office of the County Recorder for public record on this _________ day of ____________________,
"
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'3NO MONUMENT SYMBOL SHOWN AT ANY STATUTEREQUIRED LOCATION, INDICATES A PLAT MONUMENTOF THE FILING OF THE PLAT. SAID MONUMENTS SHALL BE1/2 INCH BY 14 INCH IRON MONUMENTS MARKED BYLICENSE
NUMBER 19086.
7
3SET MARKED BY LICENSE NUMBER 19086,
DENOTES 1/2" BY 14" IRON MONUMENTUNLESS OTHERWISE SHOWN.DENOTES 1/2" IRON MONUMENT FOUND,UNLESS OTHERWISE SHOWN.
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ARE SHOWN THUS
10
DRAINAGE AND UTILITY EASEMENTS
AND 10 FEET IN WIDTH AND ADJOININGSTREET RIGHT-OF-WAY LINES AND REAR LOT
BEING 5 FEET IN WIDTH AND ADJOINING SIDELOT LINES,UNLESS OTHERWISE INDICATED,LINES, UNLESS OTHERWISE INDICATED.
MEMORANDUM
DATE:June 21, 2016
TO:Kyle Klatt, Senior Planner
CC:Kim Lindquist, Community Development Director
John Morast, Director of Public Works/City Engineer
Dan Schultz, Parks and Recreation Director
Amy Roudebush, Planning & Personnel Secretary
FROM:Mitch Hatcher, Project Engineer
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RE:Prestwick Place 13 Addition Preliminary Plat Engineering Review
S UBMITTAL:
nd
Prepared by Probe Engineering, the Prestwick Place 2 Addition, Outlot C Preliminary Plat, dated
May 31, 2016. The following review comments were generated from the following documents
included in the submittal:
Preliminary Plan comprised of the following:
Existing Street Profiles
GradingPhasing
Utility Details
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Prestwick Place 13 Addition Final Plat
Preliminary Stormwater Management Plan and Calculations
Preliminary Geotechnical Evaluation
ENERAL C OMMENTS:
G
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 Sewer Trunk Charge: $6865/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 - 2016.xlsm
The developer is responsible for costs associated with upgrading Akron Avenue. This
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cost is $278.40/acrefor a total of $4,120 for this development (Prestwick 13 Addition –
14.80 acres).
The developer is responsible for costs associated with the recent extension of Connemara
Trail between Bloomfield and Akron Avenue. This cost is estimated at $12,643.12/acre
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for a total of $187,118 for this development(Prestwick 13Addition – 14.80 acres).
1.Show drainage and utility easements on the grading and utility plans.
2.Show driveway footprints and proposed driveway grades.
3.Show lot corner elevations.
4.Show low floor elevations.
5.Show gas pipeline warning and contact information on grading plan.
6.Show surface water management plan pond number and storage volumes for all ponds on
grading plan.
7.All EOF routes and cross lot drainage shall be encompassed by a drainage and utility
easement.
8.Show EOF routes from all low points. Add an EOF between lots 10-3/11-3, 5-6/4-6, and
32-1/33-1
9.Label and confirm the maximum slope is 4:1.
10.Show or define access routes for maintenance purposes to all inlets and outlets at ponding
areas that are outside public right of way. Access routes shall have an 8% max grade, 2%
cross slope, and a minimum width of 10’.
11.The developer is required to obtain a NPDES Construction Stormwater Permit and provide
a copy of the approved SWPPP to the City prior to the start of any construction activity.
12.An erosion control plan is required to be submitted for review. The plan is required to
comply with all city and NPDES standards. The plan should show proposed Best
Management Practices (BMPs) including silt fences, inlet protection, construction entrances,
temporary sediment basins, etc.
13.The plan shall include turf restoration for the native vegetative planting for the pond and
natural areas.
14.Improvements are proposed within the Northern Natural Gas pipeline easement. Prior to
construction, an agreement will need to be executed with Northern Natural Gas allowing the
proposed street and utility crossings and grading. A copy of the agreement shall be
submitted to the City.
15.Conservation easements are not shown on the preliminary plat but will be required over all
pond and infiltration areas, and shall encompass at minimum the HWL and all naturally
vegetated areas. Signage for conservation easements shall be provided by the developer and
an extended maintenance warranty shall be required to ensure establishment of the naturally
vegetated areas.
16.Drainage and utility easements are required on all property lines and over proposed storm
sewer and drainage and emergency overflow routes. These are required to be shown on the
preliminary plat. The width of drainage and utility easements over all public utilities shall be
verified during final design.
17.Drainage and utility easements shall be dedicated over all Outlots.
18.A street lighting plan shall be submitted for review and. 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
S TORMWATER C OMMENTS:
1.Pond inlet FES shall be installed with ½ the pipe diameter below the NWL. All FES need to
be modified.
2.Pond 3P and 1P need outlets.
3.Stormwater Water Management Plan Background:Depression in the northwest corner
of the property at the end of 14oth Street is identified in the stormwater management plan as
regional basin UMW-1737. This basin is planned to drain to regional basin UMW-1738
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wihich is partially constructed as part of Prestwick Place 2Addition. See figure below.
4.The site need to provide live pool storage volume for the 100-yr, 24-hr runoff event for the
entire drainage area. Any area not directed to a regional basin will need to be approved by
the City Engineer and will be subject to additional ponding fee charges.
5.In order to take credit for the regional ponding volume, an infiltration surface needs to be
provided either above the NWL or in adjacent infiltration basin. Infiltration surface area
needs to be greater than or equal to the area as calculated below:
This will meet the City’s 1/12 ac-ft/acre/day infiltration requirement.
6.City maximum infiltration rate for HSG type A soils is 0.3 in/hr. Different infiltration rates
will be considered (up to a maximum of 3.0 in/hr) by the City Engineer on a site-by-site
basis based on percolation tests or other pertinent information conducted by a professional
soil scientist or Professional Engineer. No infiltration recommendations were observed in
the Geotechnical Report.
7.All reginal basins should have outlet pipes with control structures containing a weir wall set
at the 100-yr, 24-hr rainfall event and an orifice with a sluice gate set at the NWL. Orifice
should be sized to allow 0.05 cfs/acre of drainage area when the basin is at the HWL. See
City Standard Outlet Control Structure example detail below.
8.HWLs on the plan should be called out for both the 100-yr, 24-hr rainfall event and the 10-
day snow melt event.
9.Lining of NURP ponding areas is not required by the City; however, the developer may want
to consider as ponding areas will likely not maintain vegetation below the NWL.
10.All low floor elevations appear to be greater than the 1 ft above the HWL and all low
building opening appear to be greater than the 3 ft above the HWL. These elevations should
be confirmed after pond designs are adjusted.
11.Subcatchments 1.2S, 1.3S, and 1.4S need permanent pool volumes greater than or equal to
the runoff from the 2.5” storm event.
12.Each NURP basin permanent pool average depth shall be >4 ft with a maximum depth of
<10 ft. North ponding areas need to be revised.
13.Outlet pipes shall either be submerged or have a skimmer structure meeting the
requirements outlined in the City Engineering Guidelines (section II.3.f)
P RELIMINARY U TILITY P LAN:
14.The current plan for Phase 1 includes storm sewer to be installed on Ashbrook Path. This
storm sewer is proposed to route north along Abbeyfield Avenue ultimately to the pond
along the north side of the site. This storm sewer cannot be feasibly installed without the
sanitary sewer and watermain installed on Abbeyfield Avenue and portions of Ashford Path
as well.
15.Storm sewer inlets are generally required every 300’. Anticipate additional inlets will be
required on Ashbrook Path and Ashford Path.
16.Mid radius catch basins are not allowed.
17.Storm sewer is proposed along the side and back lot lines of manyproperties to convey rear
yard drainage. Drainage and utility easements along these lines shall prohibit the installation
of 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. These restrictions should be added as a restriction on the property deed.
18.Drainage and utility easements are required on all property lines and over proposed storm
sewer and drainage and emergency overflow routes. The width of drainage and utility
easements over all public utilities shall be verified during final design.
19.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.
20.Pothole elevations shall be provided during final design at each Northern Natural Gas
pipeline crossing to verify that the utility crossings can be constructed as proposed.
21.Additional information regarding the gas line easements shall be provided during final design
(number of lines, sizes, pipe elevations).
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
John Morast, Interim City Engineer
Mitch Hatcher,Project Engineer
From:Dan Schultz, Parks and Recreation Director
Date:July20,2016
Subject:Prestwick Place –13thAddition Preliminary and Final Plat
The Parks and Recreation Department recently reviewed the preliminary and final plat for the
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Prestwick Place 13 Addition. After reviewingthe plans, the Parks and Recreation Department staff
has the following comments:
PARKS DEDICATION
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The parks dedication requirement for the 193 units in the 13addition is either 7.72 acres of land or
cash in lieu of land. Because the Prestwick Place development has already dedicated land that is
being developed as Ailesbury Park, staff is recommending that the developer pay cash in lieu of land
to fulfill their parks dedication requirement. The cash in lieu of land dedication for 193 units is
$656,200 (193 units x $3,400 per unit).
TRAILS and SIDEWALKS
st
Staff is recommending that a sidewalk be added to one side of 141Court and that the sidewalk be
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continued along Block 3 lots 10 and 11 on 140 Court.
The Parks and Recreation Commission reviewed the development plans at their regular meeting on
Monday, June 27, 2016 and recommended approval of the preliminary plat and final plat with the
following conditions:
1.The City collect cash in lieu of land to satisfy the parks dedication requirement for the 193
units in the amount of $656,200 (193 units x $3,400 per unit) per the City’s subdivision
ordinance.
2.Sidewalks be added to one side of all streets in the plan and for the sidewalk plans to be
reviewed by the Parks and Recreation Commission.
The Parks and Recreation Commission will review the recently submitted sidewalk plans at their
meeting on Monday, July 25, 2016.
Please let me know if you have any questions about this memo.