HomeMy WebLinkAbout9.a. Request by Prestwick, LLC for a Preliminary Plat and Planned Unit Development Master Development Plan with Rezoning to Develop a 186 Lot Subdivision on Outlot C of Prestwick Place 2nd Addition
EXECUTIVE SUMMARY
City Council Regular Meeting: August 16, 2016
AGENDA ITEM: Cases 16-34-PUD and 16-21-PP – Request
by Prestwick, LLC for a Preliminary Plat and
Planned Unit Development Master
Development Plan with Rezoning to Develop
a 186 Lot Subdivision on Outlot C of
Prestwick Place 2nd Addition
AGENDA SECTION:
New Business
PREPARED BY: Kyle Klatt, Senior Planner AGENDA NO. 9.a.
ATTACHMENTS: Preliminary Plat Resolution, PUD Master
Plan Resolution, Ordinance Rezoning to R1-
PUD, Prestwick Place 13th Addition PUD
Agreement, Site Location Map; Preliminary
Plat; Preliminary Grading Plan, Preliminary
Utility Plan, Existing Conditions, Preliminary
Phasing Plan, Detail Sheet, Preliminary
Street Profiles, Erosion Control Plan,
Landscape Plan, Drainage Map, Prestwick
Place Overall Plan (from 2011), Park and
Recreation Director’s Memorandum dated
June 21; City Engineer’s Memorandum
dated August 10, 2016, Excerpt Planning
Commission Minutes July 26, 2016
APPROVED BY: ddj
RECOMMENDED ACTION: Approve the following motions:
1. Motion to approve the Preliminary Plat for Prestwick Place 13th 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 August 10, 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 over all ponding areas as
required by the City.
e. Storm Water Pond Number 2 (immediately north of Connemara Trail) shall be
platted within an outlot and deeded to the City at the time of final plat approval
for this portion of the subdivision.
f. A drainage and utility easement of 15 feet in width shall be provided along
each side of the lot line between Lots 35 and 36, Block 1 and Lots 32 and 33,
Block 3 of the preliminary plat in order to accommodate the planed
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infrastructure depicted on the storm water management plan.
2. Motion to 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 August 10, 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.
m. The construction plans shall be updated to include a sidewalk along both
sides of Ashford Path.
3. Motion to adopt an Ordinance amending Ordinance B City of Rosemount Zoning
Ordinance for Prestwick Place 13th Addition.
SUMMARY
The City Council is being asked to consider an application from Prestwick, LLC for a Preliminary Plat and
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Planned Unit Development (PUD) Master Plan with Rezoning for Prestwick Place 13th Addition to allow
186 lots on 73 acres. The proposed preliminary plat is located within the northern portion 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 approved. The developer
requested a final plat for the first phase of Prestwick Place 13th Addition that was previously reviewed by the
Planning Commission, but has subsequently changed. A revised final plat will be considered by the Planning
Commission in the near future. 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.
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
Place 8th and 12th 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
PLANNING COMMISSION ACTION
The Planning Commission held a public hearing to review the proposed Preliminary Plat and PUD Master
Plan and Rezoning request on July 26, 2016. The Commission generally discussed some of the standards for
the development, including the proposed allowance for residential building plans that do not include a third
garage stall. Staff noted that the proposed plat standards are consistent with the requirements for previous
phases within Prestwick and other neighboring developments. The Commission also discussed the design of
the northernmost road segment, and expressed concern that the long stretch of road would not be ideal for
this neighborhood. Staff indicated that the long stretch of road was designed with some slight curvature in
order to help calm traffic. The Assistant City Engineer stated that he had been asked to review the road
alignments early in the design process, and that the present design addresses previous review comments.
The Commission further discussed a recommendation from the Parks Commission to require sidewalks
along both sides of Ashford Path (the northernmost road segment). Staff noted that the policy in single
family residential developments on non-collector or non-arterial roads is to only have a sidewalk on one side
of the road. The majority of Commissioners agreed with the Parks Commission recommendation, and
included a condition of approval to require sidewalks on both sides of Ashford Path. Scott Johnston of
Prestwick, LLC noted that the additional sidewalks would add cost to the development but that he was
otherwise not opposed to the change. The Planning Commission also supported the staff recommendation
to require a 7.5 foot side yard setback as part of the approval verses the 5-foot side yard setback requested
by the applicant. Mr. Johnston stated that a 5-foot setback would provide greater flexibility for builders, but
noted that they would work with the slightly larger setback as recommended by staff.
After closing the public hearing, the Planning Commission voted unanimously (5-0) to recommend approval
of the Preliminary Plat, PUD Master Plan and Rezoning subject to the draft conditions of approval and with
an additional condition that the construction plans be updated to include a sidewalk on both sides of
Ashford Path.
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Since the Planning Commission meeting, the applicant has been working with the City Engineer to address
some of the City’s review comments, and in particular, issues associated with the storm water improvements
and timing of these improvements. As a result of these discussions, the developer is revising the overall
phasing plan for the project area and is planning to submit a final plat for a different area than that reviewed
by the Planning Commission at its July 26, 2016 meeting. Because the final plat covers a completely different
area, the developer will be submitting the updated final plat for review at an upcoming Planning
Commission meeting. The Council will therefore not be asked to address any final plat for the project area
until the Planning Commission review is complete (the preliminary plat is not affected by the proposed
phasing changes).
In addition to the phasing plan changes, the developer has made some modifications to the Preliminary Plat
and Plans to address review comments. Most of these changes relate to the City Engineer’s grading and
storm water comments, with minimal changes to the arrangement and layout of lots reviewed by the
Planning Commission. The most significant change has been the expansion of storm water pond number
two in the southwestern portion of the development. In order to accommodate a larger pond in this area,
the number of lots within the development has been reduced by 5 (from 191 to 186). Because the layout of
lots, streets, and other utilities as reviewed by the Planning Commission has not changed substantially, staff
is comfortable bringing the Commission’s recommendation forward with plans as revised by the applicant.
In response to the updated plans, staff is recommending two additional conditions beyond those
recommended by the Planning Commission. The first would require the developer to provide a wider
drainage and utility easement between Lots 35 and 36, Block 1 and Lots 32 and 33, Block 3 of the
preliminary plat in order to accommodate deeper storm water pipe in these areas. Staff is recommending an
easement width of 15 feet along each of these lot lines (for a total easement width of 30 feet). Staff would
anticipate some modification to the lots impacted by the larger easement or a reduction in the building
footprint. Staff has put the applicant on notice that variances for setbacks would not be supported due to
the wider easements required. Also recommended is that storm water pond number two (up to the 100 year
flood elevation) be platted as an outlot and dedicated to the City in order to avoid the excessively deep lots
that have been proposed. Both of these conditions are included in the draft resolution of approval and the
list above.
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 downturn 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
west of Akron Avenue. The City approved two larger residential subdivisions called Prestwick Place 2nd and
3rd 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).
The current request is located within a large outlot created as part of the 2nd Addition, and is situated north
of the 2nd Addition area, west of Akron Avenue, east of the Bloomfield Addition, and directly south of the
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Union Pacific railroad right-of-way that forms the northern boundary of the Prestwick PUD area. Prior to
2015, the City’s future land use map still designated the subject area as medium 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.
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
generally follow the City’s R1 Low Density Residential zoning requirements with some exceptions, most
notably for lot size and width, setbacks, and impervious coverage requirements.
Legal Authority
Preliminary plat, rezoning, and final plat requests are quasi-judicial decisions for the City Council meaning
that the Council 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 City Council 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 adjacent Greystone
development (east of the preliminary plat area). The recommended Prestwick Place 13th Addition PUD
regulations are identical to those in the existing Prestwick Place PUD and similar to the Greystone
standards.
General Subdivision Design
The proposed preliminary plat would encompass all of Outlot C of Prestwick Place 2nd 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 to an
existing street stub in the Bloomfield 7th 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
associated with this past use were removed as part of the grading work for the 12th 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
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general conformance with the approved plan, and to date the developer has documented that there have
been an excess number of trees planted above the City’s minimum requirements.
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.
Planned Unit Development Master Development Plan with Rezoning
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 request because it is not consistent with any of the City’s previous
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,
but all of the City’s recent single-family residential PUD’s have specified a 7.5-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 improvements within these yards. Also, the City’s zoning
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
Category Current R-1
Standards
Greystone
Standards
Proposed Prestwick 13th
Addition Standards
Min. Lot Area 10,000 sq. ft. (Interior)
12,000 sq. ft. (Corner)
8,600 sq. ft.
10,400 sq. ft.
8,600 sq. ft.
10,200 sq. ft.
Min. Lot Width 80 ft. (Interior)
95 sq. ft. (Corner) 60 ft. 65 ft. (Interior)
80 ft. (Corner)
Min. Front Yard Setback 30 ft. 25 ft. 25 ft.
Min. Side Yard Setback 10 ft. 7.5 ft. 7.5 ft.
Min. Rear Yard Setback 30 ft. 30 ft. 30 ft.
Max. Impervious Surface 30% 30%, 35%, 40% 35%, 40%
Home Designs
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.
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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.
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.
Preliminary Plat.
The proposed preliminary plat would subdivide the 73 acre property into 186 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 (staff is recommending that one of the ponds be deeded as an outlot to
the City when a final plat is prepared for that portion of the development). Most of these drainage
improvements are located along the northern or eastern property boundary within lots that have extra
depth beyond the City’s typical R1 low density residential lots. The plat includes a larger pond adjacent to
Connemara Trail that will include a storm water ponding area, and Staff is recommending that particular
pond be dedicated to the City as an outlot in order to avoid the excessively deep lots proposed by the
applicant. 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.
Street System
The proposed plat depicts the construction of several new streets to serve the 186 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. This typical design meets the City’s standards
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. One of the proposed cul-de-sacs
has been eliminated in order accommodate a larger storm water pond in the southwest portion of the
development, and Staff has updated the draft conditions of approval to reflect this change.
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 Connemara 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
access was planned and constructed with the Bloomfield 7th 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
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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.
Wetlands
There are no wetlands located on this site.
Tree Preservation
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.
Landscape and Berming
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. The landscape plan depicts 238 total trees for
the development, which exceeds the minimum standards required by the Zoning Ordinance.
Parks and Open Space
The Parks and Recreation Director reviewed the Prestwick Place 13th 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 dedication consistent with the City’s park dedication requirements. The required cash payment
amount is documented on the attached memorandum from the Parks Director, which totals $632,400 for
the entire project payable upon final platting (adjusted for the 5 lot reduction since this memo was
drafted). Staff is recommending compliance with the Parks Director’s memorandum as a condition of
approval.
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Engineering Comments
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 Engineer’s memorandum is included as a condition of approval.
Final Plat.
The developer will be submitting a final plat for consideration at an upcoming Planning Commission
meeting. The final plat will need to be consistent with the preliminary plat and any conditions of approval
adopted by the City Council.
CONCLUSION & RECOMMENDATION
Staff recommends approval of a Preliminary Plat, Planned Unit Development (PUD) Master Development
Plan and Rezoning from AGP – Agricultural Preserve to R1 – Low Density Residential 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 above memorandum.
CITY OF ROSEMOUNT
DAKOTA COUNTY, MINNESOTA
RESOLUTION 2016 -
A RESOLUTION APPROVING THE PRELIMINARY PLAT
FOR PRESTWICK PLACE 13TH ADDITION
WHEREAS, the City of Rosemount received a request for Preliminary Plat approval from
Prestwick, LLC concerning property legally described as:
Outlot C, Prestwick Place 2nd Addition, according to the recorded plat thereof, Dakota
County, Minnesota.
WHEREAS, on July 26, 2015, the Planning Commission of the City of Rosemount held a public
hearing and reviewed the Preliminary Plat for Prestwick Place 13th Addition; and
WHEREAS, on July 26, 2015, the Planning Commission recommended approval of the Preliminary
Plat for Prestwick Place 13th Addition, subject to conditions; and
WHEREAS, on August 16, 2016, the City Council of the City of Rosemount reviewed the Planning
Commission’s recommendations.
NOW, THEREFORE, BE IT RESOLVED, the Council of the City of Rosemount hereby
approves the Preliminary Plat for Prestwick Place 13th Addition, subject to the following conditions:
1. Approval of a Planned Unit Development master plan and rezoning the subject property
and designating minimum lot requirements and setbacks.
2. Conformance with all requirements of the City Engineer as detailed in the attached
memorandum dated July 21, 2016.
3. Conformance with all requirements of the Parks and Recreation Director as detailed in
the attached memorandum dated July 21, 2016
4. Dedication of Drainage and Utility easements and must be dedicated over all ponding
areas.
5. Storm Water Pond Number 2 (immediately north of Connemara Trail) shall be platted
within an outlot and deeded to the City at the time of final plat approval for this portion
of the subdivision.
6. A drainage and utility easement of 15 feet in width shall be provided along each side of
the lot line between Lots 35 and 36, Block 1 and Lots 32 and 33, Block 3 of the
preliminary plat in order to accommodate the planed infrastructure depicted on the
storm water management plan.
ADOPTED this 16th day of August, 2016, by the City Council of the City of Rosemount.
__________________________________________
William H. Droste, Mayor
ATTEST:
RESOLUTION 2016-
___________________________________
Clarissa Hadler, City Clerk
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CITY OF ROSEMOUNT
DAKOTA COUNTY, MINNESOTA
RESOLUTION 2016 -
A RESOLUTION APPROVING THE PLANNED UNIT DEVELOPMENT (PUD)
MASTER DEVELOPMENT PLAN WITH REZONING FOR PRESTWICK PALCE 13TH
ADDITION
WHEREAS, the Community Development Department of the City of Rosemount received a
request for a Planned Unit Development Master Development Plan with Rezoning from Prestwick,
LLC concerning property legally described as:
Outlot C, Prestwick Place 2nd Addition, according to the recorded plat thereof, Dakota
County, Minnesota.
WHEREAS, on July 26, 2016, the Planning Commission of the City of Rosemount held a public
hearing and reviewed the PUD Master Development Plan with Rezoning for Prestwick Place 13th
Addition; and
WHEREAS, on July 26, 2016, the Planning Commission recommended approval of the PUD
Master Development Plan with Rezoning for Prestwick Place 13th Addition, subject to conditions;
and
WHEREAS, on August 16, 2016, the City Council of the City of Rosemount reviewed the Planning
Commission’s recommendations.
NOW, THEREFORE, BE IT RESOLVED, the Council of the City of Rosemount hereby
approves the Planned Unit Development (PUD) Master Development Plan of Prestwick Place 13th
Addition and the Rezoning from AGP – Agricultural Preserve to R1 PUD – Low Density
Residential Planned Unit Development, subject to:
1. The front elevation design shall include one of the following elements:
a. Three and a half (3.5) feet of brick or stone wainscoting, excluding doors, windows
or the wall behind the front porch;
b. A front porch with railing that extends at least 30% of the width of the front
elevation, including the garage;
c. A side entry garage;
d. Or, no more than 70% lap siding, excluding doors and windows.
2. 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.
3. 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.
4. 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.
5. A deviation from City Code Section 11-4-5 F.4. to reduce the front yard setback to twenty
five (25) feet.
6. 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.
7. A deviation from City Code Section 11-4-5 F.9. to reduce the maximum lot coverage to
RESOLUTION 2016-
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.
8. 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.
9. Conformance with all requirements of the City Engineer as detailed in the attached
memorandum dated August 10, 2016
10. Conformance with all requirements of the Parks and Recreation Director as detailed in the
attached memorandum dated July 21, 2016.
11. The landscape plan shall be updated to include additional plantings of evergreen or
deciduous trees along railroad right-of-way.
12. 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.
13. The construction plans shall be updated to include a sidewalk along both sides of Ashford
Path.
ADOPTED this 16th day of August, 2016, by the City Council of the City of Rosemount.
__________________________________________
William H. Droste, Mayor
ATTEST:
___________________________________
Clarissa Hadler, City Clerk
2
City of Rosemount
Ordinance No. B-
AN ORDINANCE AMENDING ORDINANCE B
CITY OF ROSEMOUNT ZONING ORDINANCE
PRESTWICK PLACE 13TH ADDITION
THE CITY COUNCIL OF THE CITY OF ROSEMOUNT, MINNESOTA, ORDAINS AS
FOLLOWS:
Section 1. Ordinance B, adopted September 19, 1989, entitled “City of Rosemount Zoning
Ordinance,” is hereby amended to rezone property from AGP – Agricultural Preserve to R-1 PUD
– Low Density Residential Planned Unit Development that is located south of Union Pacific Rail
Line and WEST of Akron Avenue within the City of Rosemount legally described as follows:
Outlot C, Prestwick Place 2nd Addition, according to the recorded plat thereof, Dakota
County, Minnesota.
Section 2. The Zoning Map of the City of Rosemount, referred to and described in said
Ordinance No. B as that certain map entitled “Zoning Map of the City of Rosemount,” shall not be
republished to show the aforesaid rezoning, but the Clerk shall appropriately mark the said zoning
map on file in the Clerk’s office for the purpose of indicating the rezoning hereinabove provided for
in this Ordinance and all of the notation references and other information shown thereon are hereby
incorporated by reference and made part of this Ordinance.
Section 3. This ordinance shall be effective immediately upon its passage and publication
according to law.
ENACTED AND ORDAINED into an Ordinance this 16th day of August, 2016.
CITY OF ROSEMOUNT
William H. Droste, Mayor
ATTEST:
Clarissa Hadler, City Clerk
Published in the Rosemount Town Pages this ______ day of _______________ , 2016.
City of Rosemount
Ordinance No. B-
AN ORDINANCE AMENDING ORDINANCE B
CITY OF ROSEMOUNT ZONING ORDINANCE
PRESTWICK PLACE 13TH ADDITION
THE CITY COUNCIL OF THE CITY OF
ROSEMOUNT, MINNESOTA, ORDAINS AS
FOLLOWS:
Section 1. Ordinance B, adopted September 19, 1989,
entitled “City of Rosemount Zoning Ordinance,” is hereby
amended to rezone property from AGP – Agricultural
Preserve to R-1 PUD – Low Density Residential Planned
Unit Development that is located south of Union Pacific Rail
Line and WEST of Akron Avenue within the City of
Rosemount legally described as follows:
Outlot C, Prestwick Place 2nd Addition, according to the
recorded plat thereof, Dakota County, Minnesota.
Section 2. The Zoning Map of the City of Rosemount,
referred to and described in said Ordinance No. B as that
certain map entitled “Zoning Map of the City of
Rosemount,” shall not be republished to show the aforesaid
rezoning, but the Clerk shall appropriately mark the said
zoning map on file in the Clerk’s office for the purpose of
indicating the rezoning hereinabove provided for in this
Ordinance and all of the notation references and other
information shown thereon are hereby incorporated by
reference and made part of this Ordinance.
Section 3. This ordinance shall be effective immediately
upon its passage and publication according to law.
ENACTED AND ORDAINED into an Ordinance this
16th day of August, 2016.
/s/William H. Droste, Mayor
Attested: Clarissa Hadler, City Clerk
City of Rosemount
Dakota County, Minnesota
08/16/2016
DECLARATION OF COVENANTS
AND RESTRICTIONS
PRESTWICK PLACE 13TH ADDITION MASTER DEVELOPMENT PLAN
PLANNED UNIT DEVELOPMENT AGREEMENT
THIS DECLARATION made this 16th day of August 2016, by Prestwick, LLC., a
Minnesota limited liability company (hereinafter referred to as the “Declarant”);
WHEREAS, Declarant is the owner of the real property as described as OUTLOT C,
PRESTWICK PLACE 2ND ADDITION, DAKOTA COUNTY, MINNESOTA (hereinafter
collectively referred to as the “Subject Property”); and
WHEREAS, the Subject Property is subject to certain zoning and land use restrictions
imposed by the City of Rosemount (hereinafter referred to as the “City”) in connection with the
approval of an application for a master development plan planned unit development for a residential
development on the Subject Property; and
WHEREAS, the City has approved such development on the basis of the determination by
the City Council of the City that such development is acceptable only by reason of the details of the
development proposed and the unique land use characteristics of the proposed use of the Subject
Property; and that but for the details of the development proposed and the unique land use
characteristics of such proposed use, the master development plan planned unit development would
not have been approved; and
1
WHEREAS, as a condition of approval of the master development plan planned unit
development, the City has required the execution and filing of this Declaration of Covenants,
Conditions and Restrictions (hereinafter the “Declaration”); and
WHEREAS, to secure the benefits and advantages of approval of such planned unit
development, Declarant desires to subject the Subject Property to the terms hereof.
NOW, THEREFORE, the Declarant declares that the Subject Property is, and shall be,
held, transferred, sold, conveyed and occupied subject to the covenants, conditions, and restrictions,
hereinafter set forth.
1. The use and development of the Subject Property shall conform to the following
documents, plans and drawings:
a. City Resolution No. 2016- Approving the PUD Master Development Plan with
Rezoning for Prestwick Place 13th Addition – Attachment 1
b. City Resolution No. 2016- Approving the Preliminary Plat for Prestwick Place
13th Addition – Attachment 2
c. Preliminary Plat (Sheet 1 of 11; Dated 8/8/16) – Attachment 3
d. Preliminary Grading Plan (Sheet 2 of 11; Dated 8/8/16) – Attachment 4
e. Preliminary Utility Plan (Sheet 3 of 11; Dated 8/8/16) –Attachment 5
f. Existing Conditions (Sheet 4 of 11; Dated 5/31/16) –Attachment 6
g. Prestwick Place Phasing Plan (Sheet 5 of 11; Dated 8/8/16) –Attachment 7
h. Prestwick Place Detail (Sheet 6 of 11; Dated 8/8/16) –Attachment 8
i. Preliminary Street Profiles (Sheets 7 and 8 of 11; Dated 8/8/16) –Attachment 9
j. Preliminary Erosion Control Plan (Sheet 9 of 11; Dated 8/8/16) –Attachment 10
2
k. Preliminary Landscape Plan (Sheets 10 and 11 of 11; Dated 8/8/16) –
Attachment 11
l. Prestwick Post-Development Drainage Maps (Dated 8/8/16) – Attachment 12
all of which attachments are copies of original documents on file with the City and are made a part
hereof.
2. Development and maintenance of structures and uses on the Subject Property shall
conform to the following standards and requirements:
a. Maintenance of the stormwater basin, infiltration basin and associated
stormwater infrastructure necessary for the long term operation and function will be
performed by the City. All other maintenance including but not limited to garbage
collection, or landscape replacement or the like shall be the responsibility of the of the
private property owners. All maintenance of the stormwater basin and infiltration basin
shall be the responsibility of the City after the basins have been established.
b. Maintenance and replacement of trees and landscaping other than that
associated with the stormwater basin and infiltration basin described in standard a. shall
be the responsibility of the adjoining homeowners’ association.
c. The front elevation design shall including one of the following features:
1) Three and a half (3.5) feet of brick or stone wainscoting, excluding
doors, windows or the wall behind the front porch;
2) A front porch with railing that extends at least 30% of the width of
the front elevation, including the garage;
3) A side entry garage;
4) Or no more than 70% lap siding, excluding doors and windows.
3
d. Fences on lots adjacent to Akron Avenue are to be constructed so that
landscaping is outside the fence and between the fence and the Akron Avenue right-of-
way.
3. The Subject Property may only be developed and used in accordance with
Paragraphs 1 and 2 of this Declaration unless the owner first secures approval by the City Council
of an amendment to the planned unit development plan or a rezoning to a zoning classification that
permits such other development and use.
4. In connection with the approval of development of the Subject Property, the
following deviations from City Zoning or Subdivision Code provisions were approved:
a. 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.
b. Section 11-4-5 F. 1. R-1 Minimum Lot Area: 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.
c. Section 11-4-5 F. 2 . R-1 Minimum Lot Width: Reduce the minimum lot
width to sixty-five (65) feet for interior and eighty (80) feet for corner lots.
d. Section 11-4-5 F. 4. R-1 Minimum Front Yard Setback: Reduce the front
yard setback to twenty five (25) feet.
e. Section 11-4-5 F. 5. R-1 Minimum Side Yard Setback: Reduce the side
yard setback to seven and one half (7.5) feet.
f. Section 11-4-5 F. 9. R-1 Maximum Lot Coverage: Increase the maximum
lot coverage to 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.
4
In all other respects the use and development of the Subject Property shall conform to the
requirements of the Paragraphs 1 and 2 of this Declaration and the City Code of Ordinances.
5. This Declaration of Covenants and Restrictions provides only the Subject Property
only master development plan planned unit development approval. Prior to the improvement or
development of the Subject Property, beyond the rough grading, a final development plan planned
unit development approval pursuant to Zoning Code Section 11-10-6 C. 5. of the Subject Property is
required and an addendum filed with County Recorder to this Declaration of Covenants and
Restrictions.
6. The obligations and restrictions of this Declaration run with the land of the Subject
Property and shall be enforceable against the Declarant, its successors and assigns, by the City of
Rosemount acting through its City Council. This Declaration may be amended from time to time by
a written amendment executed by the City and the owner or owners of the lot or lots to be affected
by said amendment.
IN WITNESS WHEREOF, the undersigned as duly authorized agents, officers or
representatives of Declarant have hereunto set their hands and seals as of the day and year first
above written.
DECLARANT
Prestwick, LLC
___________________________________
By Scott Johnson
Its: President
STATE OF MINNESOTA )
) ss.
COUNTY OF __________ )
The foregoing instrument was acknowledged before me this ___ day of _________,
5
2016, by _____________________, the _________________, for and on behalf of
_________________________, a ____________________, by and on behalf of said
_______________________.
_______________________________
Notary Public
THIS INSTRUMENT WAS DRAFTED BY:
CITY OF ROSEMOUNT
2875 145TH STREET WEST
ROSEMOUNT, MN 55068
651-423-4411
6
SITE
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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
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0
9
3
8
936
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8
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.
7
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Elev
:
9
5
4
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0
3
HP: 4+25.20Elev: 947.43 LP: 8+32.81Elev: 943.86
HP: 17+03.12Elev: 952.61LP: 22+25.00Elev: 948.00HP: 26+00.00Elev: 951.12HP:
3
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3
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Elev
:
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1 LP: 29+50.00Elev: 948.25LP:
40+74
.33Elev
:
944
.41HP: 11+87.16Elev: 957.23LP: 6+60.02Elev: 948.81HP: 3+99.15Elev: 951.00HP:
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942 936936934950 9509429308-5DW0.5' DROP1-9FB6-6FB38-1FBWO4-4DW6-4DW7-4DW5-4DW1-4DW3-4DW2-4DW12-5FB13-5DW1.5' DROP19-5DW1-5FB2-5FB3-5FB5-5DW4-5DW6-5DW7-5DW9-5FB10-5FB11-5FB23-5DW22-5DW21-5DW20-5DW16-5DW18-5DW14-5DW0.5' DROP3-3DW4-3DW10-3DW7-3FBWO6-3FBWO5-3FBWO13-3DW1-3DW2-3DW14-3DW15-3FBWO16-3FBWO9-3DW23-3FB18-3FBWO17-3FBWO19-3FBWO20-3FBWO21-3DW22-3DW26-3FB24-3FB25-3FB27-3FB2-2FB2' DROP1-2FB2' DROP3-2FB4-2FB5-2DW8-2FBWO11-2FBWO9-2FBWO10-2FBWO7-2FBWO6-2DW1-1DW2' DROP2-1DW1' DROP3-1DW0.5' DROP4-1DW5-1DW9-1FBWO11-1FBWO10-1FBWO7-1DW8-1DW14-1FBWO17-1FBWO16-1FBWO15-1FBWO13-1FBWO12-1FBWO20-1DW22-1DW21-1DW19-1FBWO18-1FBWO23-1DW28-1FBWO26-1FBWO27-1FBWO25-1FBWO24-1FBWO29-1FBWO30-1FBWO31-1FBWO32-1DW33-1DW52-1DW1' DROP47-1FBWO50-1DW49-1DW48-1DW45-1FBWO46-1FBWO44-1FBWO51-1DW0.5' DROP53-1DW1' DROP43-1FBWO42-1FBWO41-1FBWO40-1FBWO39-1FBWO36-1FBWO37-1FBWO35-1FBWO34-1DW10-9DW1.5' DROP11-9FB12-9DW8-9FB14-9DW15-9DW13-9DW16-9DW6-9DW4-9DW3-9FB2-9FB18-9DW17-9DW7-9DW5-9DW1-8FB5-8FB4-8FB14-2DW1-6FB8-6FB7-6FB4-6DW5-6FB3-6DW17-5DW15-3DW11-3DW7-8FB6-8FB13-8DW12-3DW8-3FBWO1-7FB6-7DW12-7FB6-1DW12-2FBWO15-2FB10-7DW7-7DW4-7FB5-7DW3-7FB9-7DW11-7DW2-7FB13-7FB10-8DW11-8DW12-8DW14-8FB2-8FB33-3FBWO3-8FB9-9FB15-8FB2-6FB9-8DW8-8FBE.O.F.945.0E.O.F.940.9E.O.F.940.0E.O.F.947.0E.O.F.951.1E.O.F.951.1E.O.F.950.4E.O.F.942.0E.O.F.945.3E.O.F.932.1E.O.F.942.5E.O.F.945.9954.5959.58-7DW0+00
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946
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950950.1944948950952954CONNEMARA TRAIL140TH STREETAUBURN AVENUEAILESBURY AVENUE
ADELAIDE AVENUEABERCORN
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141ST STREET WEST141ST STREET WESTCO
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E 13-2DWR:941.9R:943.9R:947.3R:945.49409
3
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0942948946 938INFILTRATION BETWEEN 937.7 TO 936INFILTRATION BETWEEN 937.7 TO 936TOP PIPE 937.1TOP PIPE 934.0TOP PIPE 931.2TOP PIPE 930.5TOP PIPE 930.8TOP PIPE 931.3TOP PIPE 931.8TOP PIPE 932.9TOP PIPE 934.9TOP PIPE 937.1TOP PIPE 939.0TOP PIPE 941.2TOP PIPE 941.4TOP PIPE 940.8TOP PIPE 940.1TOP PIPE 939.3TOP PIPE 938.0TOP PIPE 936.2TOP PIPE 935.7TOP PIPE 935.5TOP PIPE 935.3TOP PIPE 935.5TOP PIPE 935.8E.O.F.944.4E.O.F.946.3928140TH STREETASHFORD PATHASH
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ASHBROOK PATH140TH COURT30-3FBWO31-3FBWO28-3DW32-3FBWO34-3DW29-3FBWO941.5941.5943.8945.4947.0940.3941.6942.9942.9937.7942.6942.6936.8937.9942.6942.8941.6940.7942.0941.7936.9937.0938.8940.5939.8941.3942.3943.0943.0942.5942.1934.1935.4935.7938.6938.8 934.0932.7946.7946.1945.4944.7944.6945.3946.0946.6947.1947.6948.2948.5948.8949.1
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0%
6.8%6.6%6.2%7.3%7.2%7.6%9.6%8.6%8.0%8.4%8.2%8.3%7.0%9.1%8.0%7.2%7.6%8.3%8.3%8.7%7.9%7.7%8.2%6.3%7.5%7.1%6.8%8.2%7.7%
7.8%
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6.7%
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6.6%
6.2%
6.1%
7.1%
6.6%
6.1%
7.8%
6.2%
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8.
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7.1%
6.6%
6.9%6.4%7.1%7.9%6.8%6.1%6.9%8.8%7.6%5.9%8.0%8.0%7.9%6.0
%
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6.6
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8.1%7.4%7.8%7.6%8.3%6.7%8.0%6.2%8.8%7.1%7.2%6.5%5.4%6.9%7.1%8.4%6.7%
5.9%8.9%8.0%7.2%7.6%5.8%7.2%
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8.5%938.0941.5940.5942.0943.0943.8944.3944.5946.5946.5945.5944.5943.5944.5944.0943.5943.0942.5941.5940.0939.5938.5945.0944.0948.5948.0946.0944.5944.0944.0950.0950.5951.0950.5946.5945.5948.5949.0948.0945.0944.5943.5943.0949.0949.0949.0949.0949.5946.5946.0947.0947.5947.0946.5945.0944.0943.5944.0944.5947.0947.5948.0947.0946.0945.0947.5947.0946.0944.3943.0942.3939.0941.0941.0941.5943.5944.0945.0946.0947.0947.5947.0946.5946.0945.5945.0945.5944.0943.5943.0942.0942.0942.5943.0943.5944.0944.5945.0944.0943.5943.5942.0941.5942.0942.5943.5944.0945.5944.5946.0946.5946.0945.5945.0944.0943.5942.5942.0941.0940.0940.5942.5941.0946.0946.5948.5949.0950.0950.5951.0950.5949.5948.0946.5945.5939.5940.5940.5943.0943.5944.0944.5944.5943.5942.0940.0942.0942.5943.0942.0942.0941.5941.0940.5940.0939.5939.0938.5938.5938.5939.0939.5940.0936.5938.0939.3941.0940.5940.5940.0940.5940.5943.5944.0945.3946.5941.0941.04:1 MAX SLOPE945.54:1 MAX SLOPEPHASE 1
PHASE 1WARNING!!.NORTHERN NATURAL GAS PIPLINE!EXCAVATION AND/OR CONSTURCTIONPHROHIBITED WITHOUT WRITTENCBR:950.8CBR:948.8CBR:948.8CBR:948.7CBR:947.7CBR:946.6CBR:945.4FESINV:934.2CBR:944.5CBR:944.3CBR:944.1CBR:943.9CBR:943.4CBR:940.8CBR:938.9CBR:938.5CBR:933.8FESINV:928.0CBR:940.1943.1CBR:949.5CBR:947.4CBR:947.4CBR:946.9CBR:946.7FESINV:934.8CBR:945.4FESINV:935.1POND #3PERM POOL = 0.94 AC FTLIVE STG = 2.77 AC FTNWL = 936.00100 YR HWL = 939.8010YR HWL = 937.90 AC FT10 DAY SNOW MELT = 940.52 AC FTE.O.F.
949.5MAINTANCEACCESS
MAINTANCEACCESSMAINTANCE ACCESSMAINTANCE ACCESSMAINTANCEACCESSE.O.F.946.0945.4 946.9 948.5 949.5 950.0 950.0 949.5940.8 939.0 940.3 941.3 941.8 941.8 944.5936.5938.0939.5940.5941.0940.5941.0POND #1PERM POOL = 9.60 AC FTLIVE STG = 7.01 AC FTNWL = 936.00100 YR HWL = 938.8210YR HWL = 937.21 AC FT10 DAY SNOW MELT = 940.14 AC FTPOND #2PERM POOL = 3.38 AC FTLIVE STG = 15.11 AC FTNWL = 926.00100 YR HWL = 931.7810YR HWL = 928.64 AC FT10 DAY SNOW MELT = 932.22 AC FTPOND #4LIVE STG = 12.36 AC FTNWL = 936.00100 YR HWL = 938.2310YR HWL = 936.91 AC FT10 DAY SNOW MELT = 939.67 AC FTMAINTANCE ACCESSFESINV:935.4CBR:939.6938930928920924926932934 936
9447.9%8.0%8.3%7.4%6.9%7.0%7.4%940.3941.0940942940942940942948948 944942 940
940950944946946940
9
4
2
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5
4
9
5
2
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95295295
2
952952954
E.O.F.
942.5950.1951.5956
945.1942.2946.0943.0RET
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LDATE____________ 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.1. POSITIVE DRAINAGE AT 2% OR GREATER SHALL BE CONSTRUCTEDAROUND ALL PROPOSED BUILDINGS. SWALES SHALL BECONSTRUCTED AT A MINIMUM OF 2% GRADE.2. CONTRACTOR SHALL KEEP ADJACENT STREETS FREE OF DEBRIS ANDPREVENT OFFSITE TRACKING OF DEBRIS IN ACCORDANCE WITH THECITY OF ROSEMOUNT. ROCK CONSTRUCTION ENTRANCES SHALL BEINSTALLED AND MAINTAINED AT EACH CONSTRUCTION ENTRANCE.3. CONTRACTOR SHALL NOTIFY GOPHER STATE ONE CALL AT800-252-1166, 48 HOURS PRIOR TO ANY EXCAVATION4. STOCKPILES SHALL BE PROTECTED WITH SILT FENCE.5. CONTRACTOR SHALL OBTAIN ANY PERMITS NECESSARY FOR THEWORK.6. CONTRACTOR SHALL ENSURE ALL CONSTRUCTION ACTIVITIES COMPLYWITH THE NPDES PERMIT. INCLUDING BUT NOT LIMITED TODEWATERING OPERATIONS.7. DRIVEWAY GRADES SHALL BE BETWEEN 3% AND 10%SETBACKSFRONT - 30 FEETSIDE STREET - 20 FEETSIDE - 7.5 FEETREAR - 25 FEETLOWEST ALLOWABLE FLOOR ELEV = 1 FT ABOVE HWLOF ADJACENT PONDLOWEST ALLOWABLE OPENING ELEV = 3 FT ABOVEHWL OF ADJACENT POND AND 1 FT ABOVE AN EOFDENOTES LEOWET ALLOWABLE FLOOR ELEV.17-15-16PMREVISED 141ST CT. BLOCK 3 & ADDED EASEMENTS17-3941.8903.0895.0GARAGE FLOORELEVATIONPROPOSED LOT BLOCKPROPOSEDGROUND ELEVATIONFBWOHOUSE TYPELOWEST ALLOWABLEFLOOR ELEVATION4.8%DRIVEWAY SLOPE895.0MAXIMUM LOT COVERAGELOTS OVER 9750 SF - 35%LOTS AT OR BELOW 9750 - 40%28-8-16PMREVISED BLOCK 3 LAYOUT & REV PER CITY
15" RCP21" RCP15" RCP15" RCP15" RCP15" RCP 15" RCP21" RCP24" RCP15" RCP48" RCP48" RCP 36" RCP33" RCP30" RCP30" RCP30" RCP21" RCPINV:931.033" RCPINV:926.2
21" RCP21" RCP24" RCP15" RCP15" RCP15" RCP15" RCP18" RCP15" R
C
P
24" RCP
18" RCP8" PVC8" PVC8" PVC8" PVC8" PVC8" PVC8" PVC
8" PVC 8" PVC8" PVC12" DIP12" DIP12" DIP8" DIP8" DIP
8" DIP 8" DIPL8 B5L1 B9L6 B6L38 B1L4 B4L6 B4L7 B4L5 B4L1 B4L3 B4L2 B4L12 B5L13 B5L19 B5L2 B5L3 B5L5 B5L4 B5L6 B5L7 B5L9 B5L10 B5L11 B5L23 B5L22 B5L21 B5L20 B5L16 B5L18 B5L14 B5L3 B3L4 B3L10 B3L7 B3L6 B3L5 B3L13 B3L1 B3L2 B3L14 B3L15 B3L16 B3L9 B3L23 B3L18 B3L17 B3L19 B3L20 B3L21 B3L22 B3L26 B3L24 B3L25 B3L27 B3L2 B2L1 B2L3 B2L4 B2L5 B2L8 B2L11 B2L9 B2L10 B2L7 B2L6 B2L1 B1L2 B1L3 B1L4 B1L5 B1L9 B1L11 B1L10 B1L7 B1L8 B1L14 B1L17 B1L16 B1L15 B1L13 B1L12 B1L20 B1L22 B1L21 B1L19 B1L18 B1L23 B1L28 B1L26 B1L27 B1L25 B1L24 B1L29 B1L30 B1L31 B1L32 B1L33 B1L52 B1L47 B1L50 B1L49 B1L48 B1L45 B1L46 B1L44 B1L51 B1L53 B1L43 B1L42 B1L41 B1L40 B1L39 B1L36 B1L37 B1L35 B1L34 B1L10 B9L11 B9L12 B9L8 B9L14 B9L15 B9L13 B9L16 B9L6 B9L4 B9L3 B9L2 B9L18 B9L17 B9L7 B9L5 B9L14 B2L1 B6L8 B6L7 B6L4 B6L5 B6L3 B6L17 B5L15 B5L11 B3L12 B3L8 B3L1 B7L6 B7L12 B7L6 B1L12 B2L10 B7L7 B7L4 B7L5 B7L3 B7L8 B7L9 B7L11 B7L2 B7L13 B7L14 B8L9 B9L2 B6L9 B8L7 B8L8 B8L10 B8L11 B8L6 B8L5 B8L4 B8L1 B8L2 B8L3 B8L13 B8L12 B8L15 B8L33 B38" PVC
8" PVC
8" PVC 8" PVC8" PVC8" PVC8" PVC8" PVC8" PVC 8" PVC8" PVC8" PVC8" PVC8" PVC8" PVC8" PVC
8" PVC8" PVC8" PVC8"
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8" PVC 8" PVC8" PVC8" PVCEX CBMHRIM:940.1INV:931.6EX CBMHRIM:939.7INV:931.5 (E)INV:931.0 (W)INV:930.8 (S)EX FESINV=932.9 (15")INV:933.0 (W)INV:927.8 (N)INV:936.0 (E)INV:934.6 (S)EX STMHRIM:939.6EX CBMHRIM:939.4EX CBMHRIM:939.2INV:933.3 (NE)INV:934.0 (S)EX CBMHRIM:939.3INV:934.2EX CBMHRIM:939.3INV:933.9 (N)INV:934.0 (S)INV:933.7 (E)EX CBMHRIM:939.1INV:935.6EX CBMHRIM:939.1INV:935.2 (W)INV:930.9 (N)INV:928.6 (S)EX CBMHRIM:937.7INV:934.4EX CBMHRIM:936.9INV:924.1 (W)INV:932.9 (N)INV:923.3 (E)INV:921.9 (S)EX CBMHRIM:936.9INV:933.2EX CBMHRIM:933.9INV:924.6 (E)INV:924.0 (W)INV:925.5 (N)EX CBMHRIM:933.8INV:925.9EX STMHRIM:933.5INV:921.9 (N)INV:921.0 (S)EX CBMHRIM:931.5INV:925.4 (N)INV:925.4 (W)EX CBMHRIM:931.4INV:925.7 (N)INV:925.7 (S)EX FESINV=926.0 (30")EX FESINV:920.9 (48")EX CBMHRIM:947.3INV:943.3EX CBMHRIM:945.2INV:935.6EX STMHRIM:944.4INV:935.4 (NW)INV:940.1 (NE)INV:935.4 (SE)EX CBMHRIM:944.5INV:936.1 (E)INV:940.7 (SW)INV:936.1 (SE)EX CBMHRIM:944.4INV:941.0EX CBMHRIM:943.9INV:939.8EX CBMHRIM:941.9INV:937.6EX STMHRIM:947.6INV:939.5 (N)INV:938.8 (E)INV:943.2 (W)INV:938.6 (S)EX CBMHRIM:945.4INV:942.2EX CBMHRIM:945.0INV:940.8EX CBMHRIM:944.9INV:941.2EX MHINV:922.3RIM:944.7EX MHINV:922.3RIM:942.2EX MHINV:936.7RIM:940.7EX MHINV:915.7RIM:947.5EX CBMHRIM:933.5INV:930.4MHRIM:951.3INV:939.2MHRIM:950.0INV:928.5INV:928.4MHRIM:949.0INV:926.4INV:926.4INV:926.4INV:926.3MHRIM:947.9INV:929.1INV:929.0MHRIM:947.8INV:933.8MHRIM:946.1INV:929.7INV:929.6MHRIM:944.2INV:930.3INV:930.3INV:930.2MHRIM:946.4INV:931.9INV:931.8MHRIM:946.2INV:931.3MHRIM:945.2INV:923.7EX. INV:923.6MHRIM:952.6INV:940.6MHRIM:951.3INV:939.5INV:939.4MHRIM:948.5INV:936.9INV:936.8MHRIM:947.4INV:929.7INV:929.6MHRIM:946.4INV:934.3INV:934.2MHRIM:945.4INV:932.7INV:932.6MHRIM:944.4INV:931.2INV:931.1MHRIM:944.1INV:928.1INV:928.1INV:928.0MHRIM:942.5INV:930.8MHRIM:941.2INV:927.1EX. INV:925.1MHRIM:950.8INV:932.7INV:932.6MHRIM:953.9INV:933.7INV:933.7INV:933.6MHRIM:957.2INV:945.2MHRIM:952.4INV:934.9INV:934.8MHRIM:949.8INV:935.7INV:935.6MHRIM:948.1INV:936.2INV:936.2INV:936.1MHRIM:951.1INV:939.2INV:939.1MHRIM:952.6INV:940.6MHRIM:951.1INV:939.1L1 B5MHRIM:956.8INV:944.8MHRIM:955.5INV:938.9INV:938.9INV:938.8MHRIM:954.9INV:940.2INV:940.1MHRIM:953.9INV:938.2INV:938.1MHRIM:952.4INV:941.2MHRIM:953.1INV:941.0MHRIM:953.0INV:940.8MHRIM:952.8INV:933.7INV:933.6MHRIM:951.5INV:940.6INV:940.5MHRIM:952.2INV:937.5INV:937.4MHRIM:951.7INV:935.2INV:935.1MHRIM:953.5INV:939.7INV:939.6MHRIM:951.6INV:933.3INV:933.2MHRIM:950.5INV:939.3INV:939.2MHRIM:951.0INV:939.0MHRIM:950.3INV:932.9INV:932.9INV:932.8MHRIM:949.5INV:938.0INV:937.9MHRIM:949.6INV:936.0INV:935.9MHRIM:948.8INV:932.4INV:932.3MHRIM:948.3INV:936.5INV:936.5INV:936.4MHRIM:947.2INV:932.0INV:931.8MHRIM:945.7INV:931.0INV:931.0EX. INV:916.5MHRIM:947.7INV:934.8INV:934.7MHRIM:946.3INV:932.4INV:932.3MHRIM:944.5INV:931.8INV:931.78" PVC
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PVC8" PVC8" PVC8" PVC
8" PVC
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8" PVC8" PVC8" PVC8" PVC8" P
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8" PV
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8" PVC8" PVC8" PVC8" PVC8" DIP8" DIP8" DIP8" DIP 8" DIP 8" DIP8" DIP8" DIP8" DIP8" DIP8" DIP8" D
I
P8" DIP8" DIP
8" DIP8" DIP8" DIP8" DIP8" DIP
8" DIP
8"
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8" DIP
8" DIP
8" D
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P8" DIP8" DIPCONNEMARA TRAIL140TH STREETAUBURN AVENUEAILESBURY AVENUE
ADELAIDE AVENUEABERCORN AVENUE141ST STREET WEST141ST STREET WESTCO
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E NORTHERN NATURAL GAS COMPANY GAS PIPELINE EASEMENTABBE
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E15" RCPL15 B2L13 B224" RCP33" RCP18"
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PTOP PIPE 937.1TOP PIPE 934.0TOP PIPE 931.2TOP PIPE 930.5TOP PIPE 930.8TOP PIPE 931.3TOP PIPE 931.8TOP PIPE 932.9TOP PIPE 934.9TOP PIPE 937.1TOP PIPE 939.0TOP PIPE 941.2TOP PIPE 941.4TOP PIPE 940.8TOP PIPE 940.1TOP PIPE 939.3TOP PIPE 938.0TOP PIPE 936.2TOP PIPE 935.7TOP PIPE 935.5TOP PIPE 935.3TOP PIPE 935.5TOP PIPE 935.8140TH STREETASHFORD PATHASH
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EASHBROOK PATHAILESBURY AVENUE ASHFORD PATHABERCORN AV
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ASHBROOK PATH140TH COURTL31 B3L28 B3L32 B3L34 B3L29 B3L30 B3WARNING!!.NORTHERN NATURAL GAS PIPLINE!EXCAVATION AND/OR CONSTURCTIONPHROHIBITED WITHOUT WRITTENPERMISSIONCONTACT SUZANNE WILSIE952-887-1730CBRIM:945.4CBRIM:944.9CBRIM:944.7CBRIM:944.7CBRIM:943.9CBRIM:943.9FESINV:935.1CBRIM:952.3CBRIM:952.0CBRIM:950.9CBRIM:950.8CBRIM:950.3CBRIM:950.3CBRIM:949.5CBRIM:949.2CBRIM:949.2CBRIM:949.0CBRIM:948.2CBRIM:948.2CBRIM:947.8CBRIM:947.4CBRIM:947.4CBRIM:946.9CBRIM:946.7CBRIM:946.7FESINV:934.8CBRIM:955.9CBRIM:955.6CBRIM:955.5CBRIM:954.5CBRIM:954.3CBRIM:952.0CBRIM:951.1CBRIM:951.0CBRIM:951.0CBRIM:950.8CBRIM:950.3CBRIM:950.2CBRIM:949.3CBRIM:949.2CBRIM:949.2CBRIM:948.8CBRIM:948.8CBRIM:948.7CBRIM:948.7CBRIM:948.5CBRIM:948.3CBRIM:948.3CBRIM:947.9CBRIM:947.7CBRIM:947.6CBRIM:947.6CBRIM:946.9CBRIM:946.6CBRIM:946.1CBRIM:945.7CBRIM:945.4CBRIM:945.3CBRIM:945.2CBRIM:945.2FESINV:934.2CBRIM:944.5CBRIM:944.6CBRIM:944.6CBRIM:944.5CBRIM:944.3CBRIM:944.3CBRIM:944.0CBRIM:944.1CBRIM:944.1CBRIM:944.0CBRIM:943.9CBRIM:943.9CBRIM:943.6CBRIM:943.5CBRIM:943.4CBRIM:943.4CBRIM:943.4CBRIM:940.8CBRIM:940.6CBRIM:940.5CBRIM:938.9CBRIM:938.5CBRIM:937.6CBRIM:933.8FESINV:928.0CBRIM:940.1CBRIM:941.2CBRIM:939.6FESINV:935.4DENOTES EXISTING CATCH BASINDENOTES EXISTING HYDRANTDENOTES EXISTING SANITARY MANHOLEDENOTES EXISTING STORM MANHOLEDENOTES EXISTING FENCEDENOTES EXISTING F.E.S.DENOTES PROPOSED SANITARY MANHOLEDENOTES PROPOSED HYDRANTDENOTES PROPOSED CATCH BASINDATE____________ 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
CONNEMARA TRAIL140TH STREETAUBURN AVENUEADELAIDE
AVENUEABERCORN AVENUE141ST STREET WESTABBE
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141STSTREET WESTCO
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E NORTHERN NATURAL GAS COMPANY GAS PIPELINE EASEMENTΔΔΔAILESBURY AVENUE 609595
60PRESTWICK PLACE2ND ADDITIONOUTLOT CDRAINAGE & UTILITY EASEMENT OVER ALL OF OUTLOT C5 FT STREET EASEMENT PERDOC. NO. 656231130115950
946
94694894
8
952
954
956
94
0
94095093
6
936
93
8938
94
2
942944
9449469469489489529
5
4
95
6
95
8
930930 940940940
950
950950 950950928928932932934934936936 938938938 942 942 942944 94494494
6 946946948948948952952 9529549
5
4
954 9569
5
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956940950936938942944946948940938942944946948950
950
952
952
954
954956956958950
950
9429449
4
6 948952952 950952952OUTLOT C, 72.59 ACRESPRESTWICK PLACE2ND ADDITIONEXISTING ZONING: PUDPROPOSED 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. 952-432-3000DATE____________ 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.
CONNEMARA TRAIL140TH STREETAUBURN AVENUEADELAIDE
AVENUEABERCORN AVENUE141ST STREET WESTABBE
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E NORTHERN NATURAL GAS COMPANY GAS PIPELINE EASEMENTL8 B5L1 B9L6 B6L38 B1L4 B4L6 B4L7 B4L5 B4L1 B4L3 B4L2 B4L12 B5L13 B5L19 B5L1 B5L2 B5L3 B5L5 B5L4 B5L6 B5L7 B5L9 B5L10 B5L11 B5L23 B5L22 B5L21 B5L20 B5L16 B5L18 B5L14 B5L3 B3L4 B3L10 B3L7 B3L6 B3L5 B3L13 B3L1 B3L2 B3L14 B3L15 B3L16 B3L9 B3L23 B3L18 B3L17 B3L19 B3L20 B3L21 B3L22 B3L26 B3L24 B3L25 B3L27 B3L2 B2L1 B2L3 B2L4 B2L5 B2L8 B2L11 B2L9 B2L10 B2L7 B2L6 B2L1 B1L2 B1L3 B1L4 B1L5 B1L9 B1L11 B1L10 B1L7 B1L8 B1L14 B1L17 B1L16 B1L15 B1L13 B1L12 B1L20 B1L22 B1L21 B1L19 B1L18 B1L23 B1L28 B1L26 B1L27 B1L25 B1L24 B1L29 B1L30 B1L31 B1L32 B1L33 B1L52 B1L47 B1L50 B1L49 B1L48 B1L45 B1L46 B1L44 B1L51 B1L53 B1L33 B3L43 B1L42 B1L41 B1L40 B1L39 B1L36 B1L37 B1L35 B1L34 B1L10 B9L11 B9L12 B9L8 B9L14 B9L15 B9L13 B9L16 B9L6 B9L4 B9L3 B9L2 B9L18 B9L17 B9L7 B9L5 B9L1 B8L5 B8L4 B8L14 B2L1 B6L8 B6L7 B6L4 B6L5 B6L3 B6L17 B5L15 B5L11 B3L7 B8L6 B8L13 B8L12 B3L8 B3L1 B7L6 B7L12 B7L6 B1L12 B2L15 B2L2 B6L10 B7L7 B7L4 B7L5 B7L3 B7L8 B7L9 B7L11 B7L2 B7L13 B7L10 B8L11 B8L12 B8L14 B8L15 B8L2 B8L9 B8L3 B8L8 B8L9 B9L13 B2AILESBURY AVENUE 9595
6060606060
60
606060606060
60
60606060606060 60606060
34 LOTS21 LOTS22 LOTS21 LOTS20 LOTS47 LOTS140TH STREETASHFORD PATHAS
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ASHBROOK PATH140TH COURT21 LOTSL32 B3L34 B3L29 B3L30 B3L31 B3L28 B3CONTACT 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. 952-432-3000PHASING IS SUBJECT TO REVISIONDATE____________ 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.16-6-16COREVISED PHASE 127-15-16PMREVISED 141ST CT. BLOCK 3 & ADDED EASEMENTS38-8-16PMREVISED BLOCK 3 LAYOUT & REV PER CITY
30'8.0'14.0'30'13'17'17'13'30' MIN25'25'10'VARIESR/WBACK OF CURBCENTERLINEBACK OF CURBR/WFRONT SETBACKWALKOUT / LOOKOUT ELEVPROPERTY LINE60' PREPARED HOUSE PADCONTROLLED FILLHOLD DOWN*1:11:1PLANELEVATION6" TOPSOILHOLD DOWNS*2.75 FT FBWO & D/W123123100.0 (GAR FLR)100.091.8 TYP. PLAN ELEV97.897.891.8 TYP.TOPSOIL ELEVTOPSOILFBWO ELEV'SFBWO (FULL BASEMENT WALKOUT)13'17'17'13'30' MINVARIESR/WBACK OF CURBCENTERLINEBACK OF CURBR/WFRONT SETBACK
PROPERTY LINE60' PREPARED HOUSE PADCONTROLLED FILLHOLD DOWN*1:1
1:1PLANELEVATION6" TOPSOILHOLD DOWNS*3.25 FT FB1212100.0 (GAR FLR)100.0PLAN ELEV97.397.3TOPSOIL ELEVTOPSOILFB ELEV'SFB (FULL BASEMENT )GRADEFINISHEDGRADEFINISHED(TYP.)60'(TYP.)D/W (DAYLIGHT WINDOW)MIN.2%13'17'17'13'30' MIN25'25'10'VARIESR/W
BACK OF CURB
CENTERLINE
BACK OF CURB
R/W
FRONT SETBACK
WALKOUT / LOOKOUT ELEV
PROPERTY LINE60' PREPARED HOUSE PADCONTROLLED FILLHOLD DOWN*1:1
1:1PLANELEVATION8" TOPSOILHOLD DOWNS*2.75 FT FBWO & D/W123123100.0 (GAR FLR)100.095.0 TYP. PLAN ELEV97.897.895.0 TYP.TOPSOIL ELEVTOPSOILD/W ELEV'SGRADEFINISHEDMIN.2%TOP OF INFILTRATION BENCH @ NWLDESIGN AND CONSTRUCTION NOTES:1. AVOID COMPACTION OF INFILTRATIONSHELF DURING CONSTRUCTION2. SEED FILTRATION SHELF WITH MNDOT33-261 AND 34-261 SEED MIXTURES18" PLANTING MEDIA70% FINE FILTERAGGREGATE MEETINGMNDOT 312630% ON-SITE UPLANDTOPSOIL (ENGINEERMUST VERIFY)4:110:13:14:110:13:1NWL18" CLAY LINERCLAY LINER SPECIFICATIONS PER SOILS ENGINEERINFILTRATION SHELF DETAILPOND DETAILSEE PLANS FOR DESIGNATEDINFILTRATION AREASDATE____________ 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.18-8-16PMREVISED BLOCK 3 LAYOUT & REV PER CITY
140TH STREET & 140TH COURT
925
930
940
950
960
970
-1+50-1+00 941.2941.250+00939.8941.03938.4941.751+00938.4942.75938.3943.752+00938.7944.76939.3945.703+00940.3946.20941.6946.204+00943.4945.76944.4945.265+00945.0944.76945.2944.266+00944.1944.01941.9944.267+00939.1944.76936.8945.268+00935.2945.76934.6946.269+00935.3946.76936.3947.2610+00937.6947.7611+00
-1.00%
2.00%
-1.00%1.00%-0+50.00EL=941.2510+03.40EL=947.79PVI STA= 0+00.00
PVI EL=940.75
LVC=75.00
BVCS: -0+37.50BVCE: 941.12EVCS: 0+37.50EVCE: 941.50L P STA=-0+12.54
LP EL=941.00 PVI STA= 6+00.00
PVI EL=943.76
LVC=100.00
BVCS: 5+50.00BVCE: 944.26EVCS: 6+50.00EVCE: 944.26L P STA=6+00.00
LP EL=944.01
PVI STA= 3+00.00
PVI EL=946.76
LVC=150.00
BVCS: 2+25.00BVCE: 945.26EVCS: 3+75.00EVCE: 946.01HP STA=3+25.08
HP EL=946.26
EXISTING GROUND PROFILE
FINISH GROUND PROFILE
ABBEYFIELD AVE
935
940
950
960
970
980
935
940
950
960
970
980
-0+50 0+00945.3945.20946.6946.201+00947.7947.20948.6948.202+00948.8949.20949.5950.203+00949.8951.20950.0952.204+00950.6953.20952.2953.905+00952.0953.99950.7953.486+00949.0952.67948.6951.857+00949.7951.04952.3950.228+00954.6949.41956.8948.609+00 9+50
2.00%
-1.63%0+00.00EL=945.208+68.25EL=948.30PVI STA= 4+75.00
PVI EL=954.70
LVC=150.00
BVCS: 4+00.00BVCE: 953.20EVCS: 5+50.00EVCE: 953.48HP STA=4+82.70
HP EL=954.03
EXISTING GROUND PROFILE
FINISH GROUND PROFILE
ABERCORN AVENUE
935
940
950
960
970
980
935
940
950
960
970
980
-0+50 0+00944.7944.70944.6945.451+00944.1946.21944.0946.962+00945.5947.72947.4948.473+00949.0949.23950.8949.984+00952.5950.74953.2951.495+00953.2951.93952.9951.746+00952.4951.247+00 7+50
1.51%
-1.00%0+00.00EL=944.706+17.38EL=951.07PVI STA= 5+00.00
PVI EL=952.24
LVC=100.00
BVCS: 4+50.00BVCE: 951.49EVCS: 5+50.00EVCE: 951.74HP STA=5+10.14
HP EL=951.94
EXISTING GROUND PROFILE
FINISH GROUND PROFILE
ASHDALE AVENUE
935
940
950
960
970
980
935
940
950
960
970
980
-0+50 0+00950.0953.92950.4954.421+00950.9954.55951.7953.942+00952.6952.96953.0951.983+00952.7950.99951.6950.014+00950.1949.035+00 5+50
1.00%
-1.96%0+00.00EL=953.924+49.53EL=948.06PVI STA= 1+00.00
PVI EL=954.92
LVC=100.00
BVCS: 0+50.00BVCE: 954.42EVCS: 1+50.00EVCE: 953.94HP STA=0+83.75
HP EL=954.59
EXISTING GROUND PROFILE
FINISH GROUND PROFILE
ASHFIELS AVENUE
935
940
950
960
970
980
935
940
950
960
970
980
-0+50 0+00950.1955.50950.1956.001+00949.8956.23950.1955.932+00950.1955.36950.3954.793+00950.7954.21951.3953.644+00952.1953.07952.7952.505+00953.2951.93954.2951.366+00 6+50
1.00%
-1.14%
PVI STA= 1+00.00
PVI EL=956.50
LVC=100.00
BVCS: 0+50.00BVCE: 956.00EVCS: 1+50.00EVCE: 955.93HP STA=0+96.67
HP EL=956.23
0+00.00EL=955.505+71.70EL=951.11EXISTING GROUND PROFILE
FINISH GROUND PROFILE
ASHBROOK PATH
935
940
950
960
970
980
935
940
950
960
970
980
-0+50 0+00945.2944.14947.0945.121+00949.8946.10950.5947.082+00950.1948.07948.2949.053+00945.7950.03945.1950.764+00946.5951.00948.1950.745+00947.2950.24945.8949.746+00946.1949.24947.6948.827+00948.5949.04948.5949.888+00947.3950.82947.1951.759+00948.4952.68949.7953.6210+00950.5954.55951.3955.4811+00951.5956.42950.9957.0912+00950.2957.22949.9956.8113+00949.7956.14950.1955.4614+00950.7954.79951.8954.1215+00952.9953.44953.6952.7716+00954.0952.10952.3951.4217+00950.3950.7518+0018+50
-1.35%
1.87%
1.96%
-1.01%0+00.00EL=944.1417+33.44EL=950.30PVI STA= 6+75.00
PVI EL=948.48
LVC=100.00
BVCS: 6+25.00BVCE: 948.98EVCS: 7+25.00EVCE: 949.41L P STA=6+60.02
LP EL=948.81
PVI STA= 11+75.00
PVI EL=957.82
LVC=150.00
BVCS: 11+00.00BVCE: 956.42EVCS: 12+50.00EVCE: 956.81HP STA=11+87.16
HP EL=957.23
PVI STA= 3+75.00
PVI EL=951.50
LVC=150.00
BVCS: 3+00.00BVCE: 950.03EVCS: 4+50.00EVCE: 950.74HP STA=3+99.15
HP EL=951.00
EXISTING GROUND PROFILE
FINISH GROUND PROFILE
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.
ROSEMOUNT,MINNESOTA
7
11
WJM
PRM 5-31-16
1"=100'
15922.00
EXCELSIOR, MN 55331
350 HIGHWAY 7, SUITE 125
PRESTWICK LLC
1 8-8-16 PM REVISED BLOCK 3 LAYOUT & REV PER CITY
AILESBURY AVE & ASHFORD PATH
925
930
940
950
960
970
980
-0+50 0+00939.9939.92939.6940.921+00941.4941.92941.8942.922+00941.9943.92942.2944.933+00942.6945.93942.5946.874+00942.0947.37941.4947.375+00940.7946.93940.3946.446+00939.8945.94939.0945.447+00939.2944.94938.9944.458+00938.3943.97937.8943.899+00938.1944.31938.7944.8510+00939.4945.39940.4945.9411+00942.3946.48945.0947.0212+00948.7947.57950.5948.1113+00951.3948.65951.1949.2014+00950.9949.74951.0950.2815+00951.9950.83953.3951.3716+00954.7951.91955.5952.4117+00955.9952.61955.5952.4618+00954.5952.00953.3951.5019+00952.3951.00951.9950.5020+00951.8950.00951.6949.5021+00950.3949.00949.0948.5022+00948.7948.06949.0948.0623+00949.6948.50950.6949.0024+00950.6949.50950.7950.0025+00950.6950.50951.8950.9626+00953.7951.12955.8950.9627+00957.9950.502.00%
-1.00%
-1.00%
1.00%
1.09%
PVI STA= 4+00.00
PVI EL=947.93
LVC=150.00
BVCS: 3+25.00BVCE: 946.43EVCS: 4+75.00EVCE: 947.18HP STA=4+25.20
HP EL=947.43
PVI STA= 17+00.00
PVI EL=953.00
LVC=150.00
BVCS: 16+25.00BVCE: 952.18EVCS: 17+75.00EVCE: 952.25HP STA=17+03.12
HP EL=952.61
PVI STA= 26+00.00
PVI EL=951.50
LVC=150.00
BVCS: 25+25.00BVCE: 950.75EVCS: 26+75.00EVCE: 950.75HP STA=26+00.00
HP EL=951.12
PVI STA= 8+35.00
PVI EL=943.60
LVC=100.00
BVCS: 7+85.00BVCE: 944.10EVCS: 8+85.00EVCE: 944.14L P STA=8+32.81
LP EL=943.86
PVI STA= 22+25.00
PVI EL=947.75
LVC=100.00
BVCS: 21+75.00BVCE: 948.25EVCS: 22+75.00EVCE: 948.25L P STA=22+25.00
LP EL=948.00
0+00.00EL=939.92EXISTING GROUND PROFILE
FINISH GROUND PROFILE
AILESBURY AVE & ASHFORD PATH
925
930
940
950
960
970
980
18+00952.00953.3951.5019+00952.3951.00951.9950.5020+00951.8950.00951.6949.5021+00950.3949.00949.0948.5022+00948.7948.06949.0948.0623+00949.6948.50950.6949.0024+00950.6949.50950.7950.0025+00950.6950.50951.8950.9626+00953.7951.12955.8950.9627+00957.9950.50959.2950.0028+00959.3949.50958.7949.0029+00957.6948.50957.3948.2530+00957.5948.50956.8949.0031+00954.4949.50950.9950.0032+00948.1950.50946.7951.0033+00944.5951.50941.8952.0034+00939.8952.50938.8953.0035+00938.6953.44938.3953.4536+00938.0952.98939.0952.0837+00942.6951.12947.1950.1638+00948.9949.20948.4948.2439+00946.6947.28944.0946.3240+00945.1945.36946.4944.5241+00947.5944.53946.3945.4042+0042+50
-1.00%
1.00%-1.00%
1.00%
-1.92%
1.97%
PVI STA= 26+00.00
PVI EL=951.50
LVC=150.00
BVCS: 25+25.00BVCE: 950.75EVCS: 26+75.00EVCE: 950.75HP STA=26+00.00
HP EL=951.12
PVI STA= 35+50.00
PVI EL=954.00
LVC=150.00
BVCS: 34+75.00BVCE: 953.25EVCS: 36+25.00EVCE: 952.56HP STA=35+26.37
HP EL=953.51
PVI STA= 22+25.00
PVI EL=947.75
LVC=100.00
BVCS: 21+75.00BVCE: 948.25EVCS: 22+75.00EVCE: 948.25L P STA=22+25.00
LP EL=948.00
PVI STA= 29+50.00
PVI EL=948.00
LVC=100.00
BVCS: 29+00.00BVCE: 948.50EVCS: 30+00.00EVCE: 948.50L P STA=29+50.00
LP EL=948.25
PVI STA= 40+75.00
PVI EL=943.92
LVC=100.00
BVCS: 40+25.00BVCE: 944.88EVCS: 41+25.00EVCE: 944.91L P STA=40+74.33
LP EL=944.41
41+78.45EL=945.96EXISTING GROUND PROFILE
FINISH GROUND PROFILE
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.
ROSEMOUNT,MINNESOTA
8
11
WJM
PRM 5-31-16
1"=100'
15922.00
EXCELSIOR, MN 55331
350 HIGHWAY 7, SUITE 125
PRESTWICK LLC
1 8-8-16 PM REVISED BLOCK 3 LAYOUT & REV PER CITY
10+03???-0+50941.250+00941.031+00942.752+00944.763+00946.204+00945.765+00944.766+00944.017+00944.768+00945.769+00946.7610+00947.760+00
945.2
0 1+00947.202+00949.203+00951.204+0
0
953.
2
0
5+0
0
953.
9
9
6+0
0
952.
6
7
7+00
951.04
8+00
949.410+00944.701+00946.212+00
947.72
3+00
949.23
4+00
950.74 5+00
951.93
41+78945.960+00939.92 1+00941.92 2+00943.92 3+00945.93 4+00947.37 5+00946.93 6+00945.94 7+00944.94 8+00943.97 9+00944.31 10+00945.3911+00946.4812+00947.5713+00948.6514+00949.7415+00950.8316+00951.9117+00952.6118+00952.0019+00951.0020+00950.0021+00949.0022+00948.0623+00948.5024+00949.5025+00950.5026+00951.1227+00950.5028+00949.5029+00948.5030+00948.5031+00949.5032+00950.5033+00951.5034+00952.5035+00
953.4
4
36+
0
0
952.
9
8
37+
0
0
951.
1
2
38+
0
0
949.
2
0
39
+
0
0
94
7
.
2
8
4
0
+
0
0
9
4
5
.
3
641+00944.530+00944.14 1+00946.10 2+00948.073+00950.034+00951.005+00950.246+00949.247+00949.048+00950.819+00952.6810+00954.5511+00956.4212+00957.2213+00956.1414+00954.7915+00953.4416+00952.1017+00950.750+0
0
953
.
9
2
1+0
0
95
4
.
5
5
2+
0
0
952
.
9
6
3+00
950.99
4+00
949.039409369349329329329389
4
4
9489
4
2
9
4
0
9
4
6
9
4
8
950950952954954946950946950946948952956942942942940
9469
4
0
9
3
8
936
938
940 LP: -0+12.54Elev: 941.00HP: 3+25.08Elev: 946.26LP: 6+00.00Elev: 944.01HP:
4
+
8
2
.
7
0
Elev
:
9
5
4
.
0
3
HP: 4+25.20Elev: 947.43 LP: 8+32.81Elev: 943.86
HP: 17+03.12Elev: 952.61LP: 22+25.00Elev: 948.00HP: 26+00.00Elev: 951.12HP:
3
5
+
2
6
.
3
7
Elev
:
9
5
3
.
5
1 LP: 29+50.00Elev: 948.25LP:
40+74
.33Elev
:
944
.41HP: 11+87.16Elev: 957.23LP: 6+60.02Elev: 948.81HP: 3+99.15Elev: 951.00HP:
0
+
8
3
.
7
5
Ele
v
:
9
5
4
.
5
9
HP: 5+10.1
4
Elev: 951.9
4
954952950956956954950948946942938936934938942936936
930930944944936
950
952932944
942 936936934950 9509429308-5DW0.5' DROP1-9FB6-6FB38-1FBWO4-4DW6-4DW7-4DW5-4DW1-4DW3-4DW2-4DW12-5FB13-5DW1.5' DROP19-5DW1-5FB2-5FB3-5FB5-5DW4-5DW6-5DW7-5DW9-5FB10-5FB11-5FB23-5DW22-5DW21-5DW20-5DW16-5DW18-5DW14-5DW0.5' DROP3-3DW4-3DW10-3DW7-3FBWO6-3FBWO5-3FBWO13-3DW1-3DW2-3DW14-3DW15-3FBWO16-3FBWO9-3DW23-3FB18-3FBWO17-3FBWO19-3FBWO20-3FBWO21-3DW22-3DW26-3FB24-3FB25-3FB27-3FB2-2FB1-2FB3-2FB4-2FB5-2DW8-2FBWO11-2FBWO9-2FBWO10-2FBWO7-2FBWO6-2DW1-1FB2' DROP2-1DW1' DROP3-1DW0.5' DROP4-1DW5-1DW9-1FBWO11-1FBWO10-1FBWO7-1DW8-1DW14-1FBWO17-1FBWO16-1FBWO15-1FBWO13-1FBWO12-1FBWO20-1DW22-1DW21-1DW19-1FBWO18-1FBWO23-1DW28-1FBWO26-1FBWO27-1FBWO25-1FBWO24-1FBWO29-1FBWO30-1FBWO31-1FBWO32-1DW33-1DW52-1DW1' DROP47-1FBWO50-1DW49-1DW48-1DW45-1FBWO46-1FBWO44-1FBWO51-1DW0.5' DROP53-1DW1' DROP43-1FBWO42-1FBWO41-1FBWO40-1FBWO39-1FBWO36-1FBWO37-1FBWO35-1FBWO34-1DW10-9DW1.5' DROP11-9FB12-9DW8-9FB14-9DW15-9DW13-9DW16-9DW6-9DW4-9DW3-9FB2-9FB18-9DW17-9DW7-9DW5-9DW1-8FB5-8DW4-8DW14-2DW1-6FB8-6FB7-6FB4-6DW5-6FB3-6DW17-5DW15-3DW11-3DW7-8FB6-8FB13-8DW12-3DW8-3FBWO1-7FB6-7DW12-7FB6-1DW12-2FBWO15-2FB10-7DW7-7DW4-7FB5-7DW3-7FB9-7DW11-7DW2-7FB13-7FB10-8DW11-8DW12-8DW14-8FB2-8FBFB3-8FB9-9FB15-8FB2-6FB9-8DW8-8FB8-7DW0+00
955.5
0
1+00
956.2
3
2+00
955.3
6
3+0
0
954.
2
1
4+00
953.0
7
5+00
951.93
HP: 0
+
9
6
.
6
7
Elev:
9
5
6
.
2
3
93
6 948948940936938 940938940944
942 942942946936936940950940950944936936940950940942944936936940950936940948942942
946
940
940938
940938942938 948
950944948950952954CONNEMARA TRAIL140TH STREETAUBURN AVENUEAILESBURY AVENUE
ADELAIDE AVENUEABERCORN
A
V
E
N
U
E
141ST STREET WEST141ST STREET WESTCO
U
N
T
Y
R
O
A
D
N
O
.
7
3
AKR
O
N
A
V
E
N
U
E NORTHERN NATURAL GAS COMPANY GAS PIPELINE EASEMENTABBE
Y
F
I
E
L
D
A
V
E
N
U
E 13-2DWR:941.9R:943.9R:947.3R:945.49409
3
4
94
0
9
4
8946
9489
5
0
95
0930942948946 938BTM:933INFILTRATION BETWEEN 937.7 TO 936INFILTRATION BETWEEN 937.7 TO 936928140TH STREETASHFORD PATHASH
F
O
R
D
P
A
T
H
ABB
E
Y
F
I
E
L
D
A
V
E
N
U
E
ASH
F
I
E
L
D
A
V
E
N
U
E
AS
H
D
A
L
E
A
V
E
N
U
EASHBROOK PATHAILESBURY AVENUE ASHFORD PATHABERCORN A
V
E
N
U
E
ASHBROOK PATH140TH COURTFBFBFBFBFBFBPH
A
S
E
ON
E CBR:950.8CBR:948.7CBR:948.8CBR:948.8CBR:947.7CBR:946.6CBR:945.4CBR:943.9CBR:935.4CBR:944.5CBR:944.3CBR:944.1CBR:943.4CBR:940.8CBR:938.9CBR:938.5CBR:933.8CBR:929.2CBR:940.1CBR:949.5CBR:947.4CBR:947.4CBR:946.9CBR:946.7CBR:936.0CBR:945.4CBR:936.4SILT FENCESILT FENCEDATE____________ 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.1. POSITIVE DRAINAGE AT 2% OR GREATER SHALL BE CONSTRUCTEDAROUND ALL PROPOSED BUILDINGS. SWALES SHALL BECONSTRUCTED AT A MINIMUM OF 2% GRADE.2. CONTRACTOR SHALL KEEP ADJACENT STREETS FREE OF DEBRISAND PREVENT OFFSITE TRACKING OF DEBRIS IN ACCORDANCEWITH THE CITY OF ROSEMOUNT. ROCK CONSTRUCTIONENTRANCES SHALL BE INSTALLED AND MAINTAINED AT EACHCONSTRUCTION ENTRANCE.3. CONTRACTOR SHALL NOTIFY GOPHER STATE ONE CALL AT800-252-1166, 48 HOURS PRIOR TO ANY EXCAVATION4. STOCKPILES SHALL BE PROTECTED WITH SILT FENCE.5. CONTRACTOR SHALL OBTAIN ANY PERMITS NECESSARY FOR THEWORK.6. CONTRACTOR SHALL ENSURE ALL CONSTRUCTION ACTIVITIESCOMPLY WITH THE NPDES PERMIT. INCLUDING BUT NOT LIMITEDTO DEWATERING OPERATIONS.7. EROSION CONTROL DEVICE LOCATIONS AND TIMING SUBJECT TO PHASING.8. INLET PROTECTION SHOWN IN PROPOSED STREETS ISPOST-STREET CONSTRUCTION UNLESS CB'S ARE PLACE ON LIVEDURING CONSTRUCTION9. PART IIIC OF THE NPDES PERMIT REQUIRES A TEMPORARYSEDIMENTATION BASIN WHEN 10 OR MORE ACRES OF DISTURBEDSOIL DRAINS TO A COMMON LOCATION. THE TEMPORARYSEDIMENT BASIN SHOULD PROVIDE 3600 CUBE FT OF STORAGEFOR EACH ACRE DRAINED TO THE BASIN. A FLOATING SKIMMEROUTLET IS REQUIRED FOR THE OUTLET.SITE SHALL BE SEEDED AND MULCHED AS FOLLOWS:INFILTRATION AREAS & PONDS FROM NWL TO 1FT ABOVE HWLMNDOT 33-261 @ 85 LBS/AC (EST 8.0 AC)ALL OTHER DISTURBED AREAS (NON PAVED) MNDOT 25-131 @ 220 LBS/AC(EST 58.0 AC)ALL NEW NON-PAVED AREA SHALL BE SEEDED AND MULCHED(DISC ANCHORED) (EST 58.0AC)TIMING SHALL COMPLY WITH THE NPDES PERMITPART III B -EROSION PREVENTION PRACTICESLegend:DENOTES SILT FENCE(EST. 13500 LINEAR FT)DENOTES INLET PROTECTION(EST 92 EA)18-8-16PMREVISED BLOCK 3 LAYOUT & REV PER CITY
CONNEMARA TRAIL140TH STREETAUBURN AVENUEADELAIDE
AVENUEABERCORN AVENUE141ST STREET WESTABBE
Y
F
I
E
L
D
A
V
E
N
U
E
141STSTREET WESTCO
U
N
T
Y
R
O
A
D
N
O
.
7
3
AKR
O
N
A
V
E
N
U
E NORTHERN NATURAL GAS COMPANY GAS PIPELINE EASEMENT8-51-96-638-14-46-47-45-41-43-42-412-513-519-51-52-53-55-54-56-57-59-510-511-523-522-521-520-516-518-514-53-34-310-37-36-35-313-31-32-314-315-316-39-323-318-317-319-320-321-322-326-324-325-327-32-21-23-24-25-28-211-29-210-27-26-21-12-13-14-15-19-111-110-17-18-114-117-116-115-113-112-120-122-121-119-118-123-128-126-127-125-124-129-130-131-132-133-152-147-150-149-148-145-146-144-151-153-143-142-141-140-139-136-137-135-134-110-911-912-98-914-915-913-916-96-94-93-92-918-917-97-95-91-85-84-814-21-68-67-64-65-63-617-515-511-37-86-813-812-38-31-76-712-76-112-215-22-69,650 SF10-77-74-75-73-78-79-711-72-713-710-811-812-814-815-810,819 SF2-89,174 SF9-814,252 SF3-89,082 SF8-89,542 SF9-99,075 SF13-29,160 SFAILESBURY AVENUE 140TH STREETASHFORD PATHASH
F
O
R
D
P
A
T
H
ABB
E
Y
F
I
E
L
D
A
V
E
N
U
E
ASH
F
I
E
L
D
A
V
E
N
U
E
AS
H
D
A
L
E
A
V
E
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60606060606060 60606060140TH COURTINFILTRATION BETWEEN 937.7 TO 936INFILTRATION BETWEEN 937.7 TO 936L33 B3L30 B3L31 B3L28 B3L32 B3L34 B3L29 B3PLANT LIST: Site Plantings______________________________QTY.KEY COMMON/BOTANICAL NAMESIZE/ROOT SPACING O.C.________________________________________________________________________________________________________________Landscape______________________________Total Trees:1. 1 tree per regular interior Single Family Lot2. 2 trees per corner Single Family Lot1 Tree x 158 Regular Interior Lots = 158 trees_____________________________________________________________________2 Trees x 28 Corner Lots = 56 trees_____________________________________________________________________Akron (County Road 73) & Connemara Trail Screening:_____________________________________________________________________Overstory Trees: 7 trees_____________________________________________________________________Evergreen Trees: 17 trees_____________________________________________________________________Total Trees: 238 trees__________________________________________________________________________________________________________________________________________Miscellaneous Notes______________________________All overstory trees shall be planted on residential lots and not inboulevards. Maintenance and upkeep of trees after warranty periodshall be sole responsibility of the homeowner. SEE STANDARD LOT PLANTING DETAIL (SHEET 2) FOR INDIVIUAL LOT TREES.NO TREES SHALL BE PLANTED WITHIN DRAINAGE & UTILITYEASEMENTS OR OVER POND ACCESS ROUTES. SEE FINALPLAT & GRADING PLAN.TREES SHALL NOT BE PLANTED NEAR WATER OR SEWERSERVICE LINES.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.18-8-16PMREVISED BLOCK 3 LAYOUT & REV PER CITY
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.DECIDUOUS TREE PLANTINGEVERGREEN TREE PLANTING SHRUB PLANTING PERENNIAL PLANTINGNOTES:1.YARD TREES WILL BE PLANTED BY DEVELOPER AFTER CONSTRUCTION ON LOT IS COMPLETE. TIMING OF INSTALLATION WILL BE DEPENDENT UPON SEASON AND PLANT AVAILABILITY.2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS.3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA.4.TREE SPECIES WILL BE SELECTED BY DEVELOPER FROM APPROVED SPECIES LIST (SEE SHEET 1).5.TREES INSTALLED ON FRONTS OF INDIVIDUAL LOTS SHALL BE PLANTED IN A LOCATION THAT DOES NOT INTERFERE WITH CURBSTOPS OR INDIVIDUAL SEWER & WATER CONNECTIONS.18-8-16PMREVISED BLOCK 3 LAYOUT & REV PER CITY
PRESTWICK - POST-DEVELOPMENT DRAINAGE AREAS10775 Poppitz Ln.Chaska, MN 55318612-418-6828Land Surveying& Engineering161011Post-DevelopmentDrainage AreasPrestwickRosemount, MNProbe EngineeringPond 1 - Northeast BasinPond NWL 936.00 feet100 yr HWL 938.82 feet10yr HWL 937.21 feet10 day snow melt HWL 940.14 feetDead Storage 9.60 acre-feetLive Storage Available to EOF 13.39 acre-feetLive Storage Used to HWL 7.01 acre-feetPond 2 - Southwest BasinPond NWL 926.00 feet100 yr HWL 931.78 feet10yr HWL 928.64 feet10 day snow melt HWL 932.22 feet 1.51 cfs outlet at EOF 932.1Dead Storage 3.38 acre-feetLive Storage Available to EOF 15.11 acre-feetLive Storage Used to HWL 14.14 acre-feetPond 3 - Southeast BasinPond NWL 936.00 feet100 yr HWL 939.80 feet10yr HWL 937.90 feet10 day snow melt HWL 940.52 feet 0.14 cfs outlet at EOF 940.5Dead Storage 0.94 acre-feetLive Storage Available 2.77 acre-feetLive Storage Used to HWL 2.21 acre-feetPond 4 - Northwest Infiltration BasinInfiltration Basin Bottom 936.00 feet100 yr HWL 938.23 feet10yr HWL 936.91 feet10 day snow melt HWL 939.67 feetDead Storage 24.00 acre-feetLive Storage Available to EOF 12.36 acre-feetLive Storage Used to HWL 2.97 acre-feet
PRESTWICK - STORM SEWER DRAINAGE AREAS10775 Poppitz Ln.Chaska, MN 55318612-418-6828Land Surveying& EngineeringPrestwickRosemount, MNProbe Engineering161011Storm SewerDrainage Areas
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: July 21, 2016
Subject: Prestwick Place – 13th Addition Preliminary and Final Plat
The Parks and Recreation Department recently reviewed the preliminary and final plat for the
Prestwick Place 13th Addition. After reviewing the plans, the Parks and Recreation Department staff
has the following comments:
PARKS DEDICATION
The parks dedication requirement for the 191 units in the 13th addition is either 7.64 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 191 units is
$649,400 (191 units x $3,400 per unit).
TRAILS and SIDEWALKS
Staff is recommending that a sidewalk be added to one side of 141st Court and that the sidewalk be
continued along Block 3 lots 10 and 11 on 140th 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 new
units based on 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.
MEMORANDUM
DATE: August 10, 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
RE: Prestwick Place 13th Addition Preliminary Plat Engineering Review
SUBMITTAL:
Prepared by Probe Engineering, the Prestwick Place Additions Preliminary Plat dated May 31, 2016;
resubmitted August 8, 2016. The following review comments were generated from the following
documents included in the submittal:
Preliminary Plan comprised of the following:
Existing
Grading
Utility
Street Profiles
Phasing
Details
Erosion Control
Landscape
Prestwick Place 13th Addition Final Plat
Preliminary Stormwater Management Plan and Calculations
Preliminary Geotechnical Evaluation
GENERAL COMMENTS:
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/ 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 - 2016.xlsm
The developer is responsible for costs associated with upgrading Akron Avenue. This
cost is $278.40/acre for a total of $5,239 for Phase 1 of development (Prestwick 13th
Addition – 18.82 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
for a total of $237,943 for Phase 1 of development (Prestwick 13th Addition – 18.82
acres).
3. Show drainage and utility easements on utility plan.
4. Submit grading plan at 1”=50’ or 1”=60’ scale.
5. Information notes for Pond 2 should be moved for clarity.
6. 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.
7. Backyard catch basins should have inlet protection.
8. Rock construction entrances should be located at all development entrances.
9. 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.
10. The drainage and utility easement encompassing Pond 2 in the south portion of the site,
adjacent to Connemara Trail, should be changed to be designated as a City owned outlot.
11. Drainage and utility easements shall be dedicated over all Outlots.
12. Conservation easements will be required over all ponding 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.
13. Provide top of wall and bottom of wall spot elevations for the retaining wall in the SE
corner of the site.
14. Retaining walls exceeding 4 feet in height shall require a plan prepared by a licensed engineer
submitted for review and approval by the Building Official prior to permit issuance.
15. Retaining walls and fences are required to be installed by the developer with the mass
grading of the site. Retaining walls and fences are required to be owned and maintained by
the developer or individual property owners.
16. Sidewalk should be added on north side of 140th Court from Ashbrook Path to the cul-de-
sac
17. Pedestrian ramps should be added at the following locations:
NW corner of the north intersection of Abbeyfield & Ashford
SW corner of the south intersection of Abbeyfield & Ashford
NW corner of the intersection of Abercorn & Ashford
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
STORMWATER COMMENTS:
19. Show EOF routes from all low points. Add an EOF between lots 5-6/4-6.
20. Flow path for EOF located west of 1-7 is not located within a drainage and utility easement.
21. All ponds need outlets. Need to show alignments for outlet pipes.
22. 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.
23. 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.
24. Outlet pipes shall either be submerged or have a skimmer structure meeting the
requirements outlined in the City Engineering Guidelines (section II.3.f)
PRELIMINARY UTILITY PLAN:
25. Storm sewer inlets are generally required every 300’. Anticipate additional inlets will be
required on Ashbrook Path and Ashford Path.
26. Mid radius catch basins are not allowed. Changes will be made during final design.
27. 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 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.
28. The width of drainage and utility easements over all public utilities shall be verified during
final design.
29. 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.
Should you have any questions or comments regarding the items listed above, please contact me at
651-322-2015.
EXCERPT OF DRAFT MINUTES
PLANNING COMMISSION REGULAR MEETING
JULY 26, 2016
6.c. Request by Prestwick LLC for a revised Preliminary Plat and Final Plat for Prestwick Place 13th Addition
to build an additional 41 single family homes in the first development phase of the preliminary plat area. (16-
21-PP, 16-22-FP).
Senior Planner Klatt gave a brief overview of the staff report.
Chair Kenninger inquired if not requiring three stall garages was allowed in other developments. Klatt stated not in
Prestwick but has been allowed in Greystone, with allowing smaller lots it is hard for the developer to fit a third stall into
the plans.
Commissioner Mele inquired if it is possible to be able to offer a third garage stall with the lots proposed. Klatt stated it
depends on the lot.
Commissioner Forester confirmed that the standards set forth in previous Prestwick additions is generally the same.
Forester also inquired about the northern road and the challenge to break up the monotony of the road. Staff indicated
that the proposed design is the best alignment from a safety aspect. Although it is not ideal, there are a few spots having
a slight curve, which should help calm traffic along the street.
Commissioner Clements inquired if the current easement allows double-loading the sidewalk on both sides of the street.
Klatt stated that the standard is to have a sidewalk on one side of the street. Clements also inquired about the Park
th
meeting the Park and Rec Commission
recommended a sidewalk on both sides of the street due to the length and conditions of the road.
Commissioner Forester wanted to ensure that staff reviewed the layout of Ashford Ave and is OK with the proposed
street. Engineer Hatcher stated they met early on with the developer to find the best possible layout and are content with
the design presented.
Commissioner Freeman inquired if there are stop signs proposed within the development. Hatcher replied that there are
none other than at Connemara Trail. Typically within residential neighborhoods the traffic volumes do not warrant stop
signs.
Commissioners Clements, Kenninger, Freeman, and Mele agree with Park &
have sidewalks on both sides of Ashford Path.
th
Commissioner Forester clarified that tonight the Planning Commission is only approving the final plat for Prestwick 13
addition which is the first phase shown on the preliminary plat. He also inquired if staff foresees anything changing in
the future. Klatt stated no, any intentions should be shown on the preliminary plat.
Commissioner Freeman inquired if the side setback was changed to 7.5 feet if the number of homes would decrease.
Klatt stated the number of homes would be the same.
Chair Kenninger clarified that the houses would need to be smaller if the side set back was changed.
The public hearing was opened at 10:04 pm.
Public comments:
Scott Johnson, President of Prestwick LLC, stated that the sidewalk issue was just brought to his attention tonight, and
he is neutral on the double sidewalk. He also stated that a 5 foot setback would give more flexibility but they can work
with 7.5 foot setback.
Commissioner Clements inquired if there is anywhere else in Prestwick that has double loaded sidewalks. Johnson stated
that there are none that he can think of. Clements also inquired how many builders would be active in the development.
Johnson stated there will be three with this phase also.
Commissioner Forester inquired if there is any existing vegetation along railroad. Johnson stated there is but there might
be a few places they could add plantings.
MOTION by Mele to close the public hearing.
Second by Freeman.
Ayes: 5. Nays: 0. Motion Passes.
The public hearing was closed at 10:07 pm.
Additional Comments:
Chair Kenninger stated she is in favor of adding a double sidewalk. Commissioner Mele agrees with her.
1. Motion by Forester to recommend that the City Council approve the Preliminary Plat for Prestwick Place 13th
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.
Second by Mele.
Ayes: 5. Nays: 0
2. Motion by Forester 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.
m. n both sides of Ashford Ave.
Second by Mele.
Ayes: 5. Nays: 0.
3. Motion by Forester to recommend the City Council approve the Final Plat for Prestwick Place 13th Addition,
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 Place 2nd Addition
and the dedication of new easements as required by the City.
Second by Clements.
Ayes: 5. Nays: 0.