HomeMy WebLinkAbout4.A.1. Preliminary and Final Plat of Dakota Highlands First Addition, Caselog No. 14-021 Res. No. 7457 Consent Business 4. A. 1.
SHAKOPEE
TO: Mayor and City Council
Mark McNeill, City Administrator
FROM: Mark Noble, Senior Planner
DATE: 06/17/2014
SUBJECT: Preliminary and Final Plat of Dakota Highlands First Addition, Caselog No. 14-021 -
Res. No. 7457(B)
Action Sought
Approve Resolution No. 7457, a resolution approving the Preliminary and Final Plat of Dakota
Highlands First Addition, subject to the conditions as presented.
Site Information
Applicant: The Ryland Group
Property Owner: James Zoschke Estate
Location: North of CSAH 16 and East of Foothill Trail
Current Zoning: Low Density Residential (R-1A) Zone
Adjacent Zoning: North: Urban Residential (R-1B) Zone
South: Rural Residential (RR) Zone
East: Rural Residential (RR)Zone
West: Rural Residential (RR) Zone
Comp. Plan: Single Family Residential
MUSA: The site is within the MUSA boundary.
Lot Size: 40 Acres
Attachments: Exhibit A: Site Location/Zoning
Exhibit B: Applicant Narrative
Exhibit C: Plat Plans & Landscape Plans
Exhibit D: Engineering Department Memorandum
Exhibit E: Shakopee Public Utilities Commission Memorandum
Exhibit F: Parks &Recreation Memorandum
Exhibit G: Natural Resources Memorandum
Exhibit H: Scott County Community Services Memorandum
Introduction
The Ryland Group has submitted an application for Preliminary and Final Plat approval of
property located south of Eagle Creek Blvd. and east of Foothill Trail. They are proposing a
residential subdivision that would include 54 single-family lots on 40.27 acres, with 5.05 acres of
Outlot area and 7.28 acres of right-of-way. The Preliminary Plat was reviewed by the Planning
Commission on June 5, 2014, with the City Council to consider both the Preliminary and Final
Plat at their June 17th meeting.
Ryland provided details regarding their proposed project, noting that the property is zoned R-1A,
which has larger site requirements (95 feet min. width by 135 feet min. depth, whereas R-1B has
60 foot min. wide lots and 100 foot deep min. depth). They also noted that the homes are
anticipated to be in the range of 2,600 to 3,380 square feet in size, and projected to sell in a range
between $470,000 and $515,000. They hope to have a model open in late Fall 2014, with the 2nd
phase scheduled for 2015. They have held neighborhood meetings and have had good discussions
with several of the abutting property owners.
Access to this development will occur via Spring Lake Drive, which intersects with Eagle Creek
Blvd. and Spring Lake Drive extended north into Dakota Crossings, and via Foothill Trail and
21st Avenue East, which is presently a stub street off Foothill to the west of the proposed
development. Sidewalks are proposed on the north side of 21st Avenue East, and on the west side
of Spring Lake Drive, with a trail proposed along the south side of Eagle Creek Blvd. Staff has
recommended that the trail be extended to Foothill Trail, that a sidewalk be installed along the
west side of Summerhill Place, and that a trail be added in the utility corridor from Summerhill
Place to Horizon Drive.
Outlot A is proposed along the north boundary of the property, and would include a storm water
retention pond. In the southeast corner of the development, the developer proposes to establish a
conservation easement in order to retain the existing woodlands.
Several city departments and outside agencies have provided memorandums which provide
comments/suggested conditions as a result of their review of the project. Copies of these
memorandums are attached to this report.
The Engineering Department has reviewed the application and provided a memorandum that
includes a significant number of conditions that are incorporated into the resolution that the City
Council is asked to consider approving.
Shakopee Public Utilities provided a memorandum, addressing details pertaining to water service
for all phases of development, specifically noting that there are two different pressure zones or
service districts for water service, and what is required for water service to the residential lots.
The Natural Resources Technician provided a memorandum outlining a number of conditions to
apply should this plat be approved.
The Director of Parks, Recreation and Natural Resources provided a memorandum recommending
a number of conditions of approval, specifically noting compliance with the City Code pertaining
to woodland and tree management replacement requirements, trail construction along certain
segments of this project, and park dedication fees. Those conditions are incorporated into the
draft plat approval resolution.
Scott County Community Services provided a memorandum that addresses a number of items that
pertain to the final design of Eagle Creek Boulevard lanes and shoulders, as well ass the
right-of-way and easement requirements, ditch design, and power pole relocation. A condition
will be incorporated into the draft resolution that addresses a number of these items. There were
two comments/proposed conditions that were of specific concern to Planning staff, and which
staff discussed with City Attorney James Thomson. The first proposes that any future noise
mitigation will be either the developer's or the City's cost. Staff has incorporated a condition
regarding noise mitigation that will make the responsibility for future costs of noise mitigation
either the developer's or the developer's successors in interest. The County doesn't have the
authority to make the City pay future noise mitigation costs. As the county develops the CR 16
improvement project, it will be determined at that time whether noise mitigation is warranted. At
that time, the County could open a discussion with the Shakopee City Council about sharing of
costs for such noise mitigation improvements as a part of the project.
The second condition of concern is the comment that requires the developer or the City to acquire
land for right-of-way that is not adjacent to the plat. The County does not have authority to
require that, nor does the City have the authority to require the developer to acquire that
right-of-way.. Moreover,the county doesn't have the authority to require the City to acquire and
pay for such right-of-way. As with the noise issue above, the County could open a discussion with
the Shakopee City Council about this item as a part of the CR 16 improvement project.
Planning Staff commented that the plat should be renamed Dakota Highlands First Addition to
avoid confusion with future plat additions, such as when the outlots are proposed to be platted. It
was also commented that the outlots shall be platted prior to issuance of any building permits for
those lots.
Staff Recommendation
Staff recommended that the Planning Commission recommend approval of the Preliminary Plat
of Dakota Highlands, subject to the conditions incorporated in the draft resolution.
Planning Commission Recommendation
The Planning Commission reviewed the Preliminary Plat request at their June 5, 2014 meeting,
and by a 5-0 vote, recommended approval of the Preliminary Plat, as presented with the two (2)
changes proposed by staff.
Alternatives
1. Approve Resolution No. 7457, a resolution approving the Preliminary and Final Plat of Dakota
Highlands First Addition, subject to the conditions as presented.
2. Approve Resolution No. 7457, a resolution approving the Preliminary and Final Plat of Dakota
Highlands First Addition, subject to revised conditions.
3. Do not approve the preliminary and final plat and direct staff to prepare a resolution consistent
with the direction of the Council.
4. Table the preliminary and final plat and request additional information from the applicant
and/or staff.
Attachments: Resolution
Aerial Map
Plat Plans
Grading & Landscaping Plans
Engineering Memo
Natural Resources Memo
Park&Rec Memo
SPUC Memo
Scott County Memo
RESOLUTION NO. 7457
A RESOLUTION OF THE CITY OF SHAKOPEE,MINNESOTA APPROVING THE
PRELIMINARY AND FINAL PLAT OF DAKOTA HIGHLANDS FIRST ADDITION
WHEREAS, The Estate of James Zoschke,property owner, and The Ryland Group, applicant,
have made application for preliminary and final plat approval of Dakota Highlands First Addition; and
WHEREAS,the subject property is legally described as:
The Southwest Quarter of the Southwest Quarter, Section 13, Township 115, Range 22, Scott
County,Minnesota; and
WHEREAS,the Planning Commission reviewed the preliminary plat on June 5, 2014, and
recommended approval of the proposed preliminary plat with conditions; and
WHEREAS, on June 17, 2014,the City Council reviewed the proposed preliminary and final
plat.
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
SHAKOPEE,MINNESOTA THAT THE PRELIMINARY AND FINAL PLAT OF DAKOTA
HIGHLANDS FIRST ADDITION IS HEREBY APPROVED, SUBJECT TO THE
FOLLOWING CONDITIONS:
I. The following procedural actions must be completed prior to the recording of the Final
Plat:
A. Approval of title by the City Attorney.
B. Rename the plat to Dakota Highlands First Addition.
C. Execution of a Developer's Agreement,which needs to include provisions for security
for public improvements within the subdivision and payment of the Street and Utility
Fee and the Watermain Fee.
D. Payment of all Storm Water Management Plan Review Fees need to be made, as
required by the most current City of Shakopee Fee Schedule.
E. Payment of the Trunk Sanitary Sewer Charge needs to be made, as required by the most
current City of Shakopee Fee Schedule.
F. Payments of the Trunk Storm Water Charge and Trunk Storm Water Storage and
Treatment Charge need to be made, as required by the most current City of Shakopee
Fee Schedule.
G. Payment of the Sign Installation Fee needs to be made, as required by the most current
City of Shakopee Fee Schedule.
H. Payment of the Bituminous Sealcoat Fee needs to be made, as required by the most
current City of Shakopee Fee Schedule.
I. Provide electronic files (AutoCAD and Portable Document Format) of the Final Plat to
be recorded with datum on the Scott County coordinate system.
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J. 21st Avenue East is incorrectly denoted as"21st Avenue South". Please revise.
K. Right-of-way, in the form of sight triangles fifteen(15) feet in dimension, will be
provided at all local street intersections, as well as at the County Road 16 (Eagle Creek
Boulevard) intersection.
L. Outlot A needs to encompass the storm water basins and their approved high water
levels. It will be deeded to the City of Shakopee.
M. Easements need to be shown on the Final Plat as approved by the City Engineer. They
will include,but are not be limited to,the following:
• Minimum drainage and utility easements for public sanitary sewer and storm sewer
need to be dedicated per the City of Shakopee Design Criteria, Section 10.1 (A-D).
The easements need to be centered on the public utility alignments.
• Provide a minimum of twenty-eight(28)feet of drainage and utility easement
centered on the storm sewer between CBMH-217 and CBMH-216.
• Provide a minimum of thirty-four(34) feet of drainage and utility easement
centered on the storm sewer between CBMH-213 and CBMH-212.
• The drainage and utility easements from CBMH-218 to CBMH-211 may need to be
increased to depending upon the hydraulic grade line of the storm sewer.
• Provide a minimum of twenty-eight(28) feet of drainage and utility easement
centered on the storm sewer between CBMH-112 and STMH-111.
• Provide a minimum of twenty-two (22) feet of drainage and utility easement
centered on the storm sewer between CB-123 and STMH-122.
• Provide a minimum of twenty-six(26) feet of drainage and utility easement
centered on the storm sewer between CBMH-312 and STMH-311.
• The applicant will provide a minimum of ten(10)feet of drainage and utility
easement to the north and to the south of the sewer from CS-209A/B to FES-
294AB.
• The applicant will provide a minimum of ten(10) feet of drainage and utility
easement adjacent to the lot lines of Outlot B.
N. Park dedication fees in the amount required by the City Code and adopted City fee
schedule shall be paid at the time of recording of the final plat. Cash in lieu of land is
recommended.
O. The applicant shall provide the necessary right-of-way and easements for construction
of the access and turning lanes at Spring Lake Drive and Eagle Creek Blvd., as well as
design the roadway shoulders and ditches consistent with Scott County requirements.
II. Following approval and recording of the final plat,the following conditions shall apply:
A. The applicant will install a bituminous trail along County Road 16 (Eagle Creek
Boulevard) from the east property line to Foothill Trail. This trail shall be a minimum
width of 8 feet.
B. The applicant is required to install sidewalk on the west side of Street 6 across lots 101-
104 as indicated on the preliminary plat dated March 25, 2014. The sidewalk must
connect to the trail constructed between lots 104 and 105.
C. The applicant is required to work with the City to install a 10 foot trail between lots 104
and 105 as indicated on the preliminary plat dated March 25, 2014. The trail must be
within the drainage and utility easement and connect Street 6 to the southernmost
property line of the development. The applicant shall receive credit towards the park
dedication requirement for the construction of this trail segment. The cost estimate of
the trial must be submitted to the City prior to the trail construction in order to ensure
the fair market cost of construction.
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D. The applicant shall provide and install park, open space, and trail boundary signage as
determined to be needed by the city.
E. All trails and sidewalks be constructed to meet ADA requirements or guidelines.
F. A summary of the tree removal/replacement is as follows:
#Significant Trees # Heritage Trees Replacement
Removing 167 2 117
Total Replacement 117 trees
G. Before any woodland alteration takes place, a financial security in form of cash, letter of
credit, or escrow, in favor of the City, is to be provided in the amount of$35,100 (117
replacement trees*$200*1.5=$10,500). This security will be held for two years from the
time of tree installation and inspection. The warranty period will not begin until
installed plants are inspected by City staff and determined acceptable. Call the
Shakopee Natural Resources Dept.to schedule inspection, 952-233-9511.
H. Tree protection fencing/silt fencing must be install and inspected by City staff before
any grading or woodland alteration takes place. Tree protection fence for mass grading
is to remain in place the duration of the land disturbing activities, including the building
of residential homes. Removal of the silt fence and tree protection fence for mass
grading will be the responsibility of the developer.
The following trees are not accepted as replacement or landscaping trees*:
1. Maple (Acer)
2. Ash(Fraxinus)
3. Spruce (Picea)
4. Apple (Malus)
*Due to genus making up a high percentage of Shakopee's urban forest or the threat of
insect/disease.
J. No more than 1/3 of the required landscaping trees may be any one species.
K. Final grading requires the placement of a minimum 6 inches of topsoil meeting
requirements set in MnDOT's "SELECT TOPSOIL BORROW" (spec. 3877.2 B, Table
3877-2).
L. Replacement trees shall be planted according to the following conditions:
1. Trees shall be planted a minimum of six feet from impervious surfaces.
2. Trees shall be planted a minimum of ten feet from property lines.
3. Trees shall not be planted in easements containing utilities.
4. Trees shall not be planted in City owned right-of-way.
5. Trees shall not be planted below overhead utilities.
6. Trees shall not be planted below high water levels (HWL) in existing or created
ponds or wetlands.
M. `The City of Shakopee,MN B&B Tree Planting Detail' or planting detail displaying the
same specifications shall be placed on the landscaping plan. If the installed trees do not
meet these specifications or trees are determined unhealthy by City of Shakopee staff
they will be removed and replaced at the expense of the applicant.
N. Soil compaction for all non-structural landscaped areas shall be between 75%-80%of
Standard Proctor(maximum dry density) or not to exceed 200PSI for a minimum of the
top 18" of soil. Compaction samples are to be taken after final grading of the site is
complete. They are to be submitted and approved by the City of Shakopee before
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installation of landscaping begins. Samples shall be randomly taken with even coverage
of all landscaped areas. Submit sample results to Jacob Busiahn
(jbusiahn @shakopeemn.gov) in the Shakopee Natural Resources Department. This
specification must be placed on the grading and landscaping sheet.
0. Establish a conservation easement over the trees on the southern area of the site (Lots
102-108, and 118-124), from the back of the property line to the approved grading
limits.
P. The applicant shall provide and install Conservation Easement signage as determined to
be needed by the city. The applicant is responsible for providing and installing the
4X4X8 treated wood posts and purchase the signage from the city at the fee set forth in
the City's current fee schedule.
Q. Irrigation systems shall require rain sensors.
R. Building construction, sewer,water service, fire protection and access shall be reviewed
for code compliance at the time of building permit application(s).
S. The developer and/or their assigns shall be responsible for any required or desired noise
or dust mitigation measures.
T. The applicant shall meet the design and performance standards, including screening and
landscaping ordinance requirements, of the City Code.
U. Any noise mitigation shall be the responsibility of the developer or successors—in-
interest.
III. Following approval and recording of the final plat,the following conditions
need to be addressed/completed prior to approval of a grading permit and/or a street and
utility plan:
A. The applicant shall obtain final approval of the site's storm water management plan.
B. The applicant will obtain the necessary permission, right-of-way and/or easements to
perform all work offsite.
C. The applicant will obtain the necessary Scott County permits/approvals. Copies of these
permits/approvals will be provided to the City.
D. The applicant will obtain a National Pollutant Discharge Elimination System
construction site permit prior to any land disturbing activity. Copies of the permit
coverage card and coverage letters will be provided to the City.
E. The applicant will grade the entire site, as proposed on the approved plans, in one phase
within one(1)year from the date of approval of the grading permit application.
Grading is defined as bringing the site to the proposed finished grade with materials
deemed acceptable by the City of Shakopee engineering department,providing topsoil
per City requirements and applying seed, mulch and/or sod per City requirements and
providing an as-built record grading plan per Section 2.5 of the City of Shakopee
Design Criteria.
F. The applicant needs to be aware the dwelling setback requirement to the approved high
water level of the storm water basins set forth in Section 10, Subdivision 5.A.1 of the
City of Shakopee Design Criteria includes decks.
G. The applicant will provide an adequate number soil samples/tests in close proximity of
the infiltration system to verify the infiltration rates of the existing soils. The system
design may need to be altered based on the results.
H. The applicant will line the proposed storm water treatment basin(s)with a minimum of
two (2)feet of clay up to the normal water level. However,this depth can be reduced to
one (1) foot if the material meets certain specifications set forth by the City Engineer.
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I. The applicant will provide wetland type vegetation below the approved high water level
of the storm water basins.
J. The applicant will provide survey data for the low floor and low opening elevations of
the two existing homes adjacent to the storm water basins west of the subdivision. If
their elevations do not meet freeboard requirements as set forth in the City of
Shakopee's Comprehensive Water Resources Management Plan,the applicant will need
to provide an adequate storm basin design to prevent seepage of water into the
structures.
K. The applicant will lessen the slopes in the proposed utility corridor from Summerhill
Place to Horizon Drive.
L. The applicant will provide terraced retaining walls to lessen the proposed nine (9)to ten
(10) feet heights. This will allow better access to the adjacent properties rear yards.
M. The applicant will provide a pre-cast concrete block retaining wall system.
N. The applicant will connect the drain tile associated with the retaining wall to another
private drain tile system in the rear of the adjacent lots. This private drain tile can be
connected to the public storm sewer system in order to reduce the likelihood of
saturated rear yards.
O. The applicant will revise excessive slopes between the following lots:
• Lots 18, 19 and 20 of Block 1.
• Lots 20 and 21 of Block 1.
• Lot 102 of Block 3 (as shown on the grading plan, currently in Outlot B) and the
existing lots to the west.
• Lots 113 and 114 of Block 3 (as shown on the grading plan, currently in Outlot B).
P. The applicant will revise the grading plan and/or provide additional easements to keep
drainage from each lot within dedicated drainage and utility easements adjacent to that
lot. Several areas appear to conflict with this requirement. They are as follows:
• Lots 8 and 9 of Block 1.
• Lots 105 and 106 of Block 3 (as shown on the grading plan, currently in Outlot B).
• Lot 1 of Block 3 and Lots 110, 111 and 112 of Block 3 (as shown on the grading
plan, currently in Outlot B).
Q. The applicant will obliterate the existing field access to the property.
R. The applicant will provide an adequate taper for the street connection of 21st Avenue
East. The taper ratio/length will be determined by the City Engineer.
S. The depth of the sanitary sewer in Spring Lake Drive and 21st Avenue East is to
accommodate the low floors of homes on Street 4 and Street 5. Therefore,no trunk
sanitary sewer reimbursement will be made for over-depth. It is suggested the applicant
investigate raising the low floors of these homes in order to lessen the depth of this
sanitary sewer to save construction costs.
T. The applicant will provide adequate temporary sediment basins upstream of the storm
sewer stubs from CBMH-418 and STMH-115. These temporary sediment basins will
remain in place and be maintained by the applicant until the future phases are
constructed.
U. Class IV fieldstone riprap will be placed at each flared end section outletting to the
storm water basins. The riprap will be placed to the bottom of the basins.
V. The applicant will investigate future street grades of 21st Avenue East of Spring Lake
Drive in order to determine if storm sewer should be extended east from CBMH-416.
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W. The applicant will revise the alignment of the storm sewer from FES-503 to FES-500 in
order to keep it out of Lot 22,Block 1 and allow the future construction of a fence on
their northern and western property lines.
X. The applicant will shift the storm sewer between Lots 4 and 5 of Block 1 to between
Lots 3 and 4 of Block 1 in order to consolidate it with the proposed watermain.
Y. The applicant will extend CB-123 to the south into Lot 102 (as referenced on the storm
sewer plans) and delete the storm sewer between CB-120 and CBMH-119 (future
phase).
Z. The applicant will eliminate the storm sewer between CB-220 and CBMH-216 and
revise the grades to eliminate additional drainage and utility easements should the
hydraulic grade line require them.
AA. The applicant will extend storm sewer south of CB-428 to serve the upstream rear
yards.
BB. The applicant will install sod the full width of all rear yard drainage and utility
easements that contain storm sewer.
CC. The applicant will provide reinforced turf(geogrid) in all areas designated as
maintenance access points by the City Engineer.
DD. All proposed catch basins in streets will need to be offset a minimum of ten (10) feet,
edge to edge, from all driveways(per standard detail 4011).
EE. Proposed low points of streets will be located outside of intersections.
FF. The applicant will revise the proposed landscaping plan to be in compliance with the
most recent version of the City of Shakopee's Easement Fencing and Landscaping
Policy.
GG. No landscaping will be allowed in front yard drainage and utility easements, unless a
detailed plan is submitted clearly showing how all lots will be served by private
utilities. Prior to submittal, all applicable private utility companies will need to review
and approve this plan.
IV. Following approval and recording of the final plat,the following conditions
need to be addressed/completed prior to issuance of a building permit:
A. Record plans of all public improvements need to be provided per the City of Shakopee
Design Criteria, Section 2.5 and Section 11.2 (A-L). The record plans need to be
submitted to the engineering department.
B. Outlots shall be platted prior to issuance of any building permits for those lots.
C. Any work proposed within the County right-of-way shall require a County permit.
D. No berming, landscaping,ponding or signage shall be permitted in the County right-of-
way.
Adopted in regular session of the City Council of the City of Shakopee,Minnesota,
held the day of , 2014.
Mayor of the City of Shakopee
Attest:
Julie Linnihan, City Clerk
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City of Shakopee
Memorandum
TO: Mark Noble, Senior Planner
FROM: Joe Swentek, Project Engineer
SUBJECT: Preliminary Plat & Final Plat— Dakota Highlands Addition
PID#: 27-913046-0
CASE#: 14021
SUBLEDGER#: 114021
DATE: May 28, 2014
The staff review indicates a request to review a Preliminary Plat and Final Plat application for a
single-family (R1-A) residential subdivision located south of County Road 16 (Eagle Creek
Boulevard),just east of Foothill Trail.
This review should be considered preliminary, as more comments will follow with additional
submittals. However, the engineering department offers the following comments at this time
to the applicant and to the planning department:
General Conditions
The following items need to be addressed/completed prior to release of the Final Plat for
recording:
1. Execution of a Developer's Agreement, which needs to include provisions for security
for public improvements within the subdivision and payment of the Street and Utility
Fee and the Watermain Fee.
2. Payment of all Storm Water Management Plan Review Fees need to be made, as
required by the most current City of Shakopee Fee Schedule.
3. Payment of the Trunk Sanitary Sewer Charge needs to be made, as required by the most
current City of Shakopee Fee Schedule.
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4. Payments of the Trunk Storm Water Charge and Trunk Storm Water Storage and
Treatment Charge need to be made, as required by the most current City of Shakopee
Fee Schedule.
5. Payment of the Sign Installation Fee needs to be made, as required by the most current
City of Shakopee Fee Schedule.
6. Payment of the Bituminous Sealcoat Fee needs to be made, as required by the most
current City of Shakopee Fee Schedule.
7. Provide electronic files (AutoCAD and Portable Document Format) of the Final Plat to be
recorded with datum on the Scott County coordinate system.
The following items need to be addressed/completed prior to approval of a grading permit
and/or a street and utility plan:
1. The applicant will obtain the necessary permission, right-of-way and/or easements to
perform all work offsite.
2. The applicant will obtain the necessary Scott County permits/approvals. Copies of these
permits/approvals will be provided to the City.
3. The applicant will obtain a National Pollutant Discharge Elimination System construction
site permit prior to any land disturbing activity. Copies of the permit coverage card and
coverage letters will be provided to the City.
4. The applicant will grade the entire site, as proposed on the approved plans, in one
phase within one (1) year from the date of approval of the grading permit application.
Grading is defined as bringing the site to the proposed finished grade with materials
deemed acceptable by the City of Shakopee engineering department, providing topsoil
per City requirements and applying seed, mulch and/or sod per City requirements and
providing an as-built record grading plan per Section 2.5 of the City of Shakopee Design
Criteria.
5. The applicant needs to be aware the dwelling setback requirement to the approved high
water level of the storm water basins set forth in Section 10, Subdivision 5.A.1 of the
City of Shakopee Design Criteria includes decks.
6. The applicant will provide an adequate number soil samples/tests in close proximity of
the infiltration system to verify the infiltration rates of the existing soils. The system
design may need to be altered based on the results.
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7. The applicant will line the proposed storm water treatment basin(s) with a minimum of
two (2) feet of clay up to the normal water level. However, this depth can be reduced to
one (1) foot if the material meets certain specifications set forth by the City Engineer.
8. The applicant will provide wetland type vegetation below the approved high water level
of the storm water basins.
9. The applicant will provide survey data for the low floor and low opening elevations of
the two existing homes adjacent to the storm water basins west of the subdivision. If
their elevations do not meet freeboard requirements as set forth in the City of
Shakopee's Comprehensive Water Resources Management Plan, the applicant will need
to provide an adequate storm basin design to prevent seepage of water into the
structures.
10. The applicant will lessen the slopes in the proposed utility corridor from Street 6 to
Horizon Drive.
11. The applicant will provide terraced retaining walls to lessen the proposed nine (9) to
ten (10) feet heights. This will allow better access to the adjacent properties rear yards.
12. The applicant will provide a pre-cast concrete block retaining wall system.
13. The applicant will connect the draintile associated with the retaining wall to another
private draintile system in the rear of the adjacent lots. This private draintile can be
connected to the public storm sewer system in order to reduce the likelihood of
saturated rear yards.
14. The applicant will revise excessive slopes between the following lots:
• Lots 18, 19 and 20 of Block 1.
• Lots 20 and 21 of Block 1.
• Lot 102 of Block 3 (as shown on the grading plan, currently in Outlot B) and the
existing lots to the west.
• Lots 113 and 114 of Block 3 (as shown on the grading plan, currently in Outlot B).
15. The applicant will revise the grading plan and/or provide additional easements to keep
drainage from each lot within dedicated drainage and utility easements adjacent to that
lot. Several areas appear to conflict with this requirement. They are as follows:
• Lots 8 and 9 of Block 1.
• Lots 105 and 106 of Block 3 (as shown on the grading plan, currently in Outlot B).
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• Lot 1 of Block 3 and Lots 110, 111 and 112 of Block 3 (as shown on the grading
plan, currently in Outlot B).
16. The applicant will obliterate the existing field access to the property.
17. The applicant will install a bituminous trail along County Road 16 (Eagle Creek
Boulevard) from the east property line to Foothill Trail.
18. The applicant will provide an adequate taper for the street connection of 21st Avenue
East. The taper ratio/length will be determined by the City Engineer.
19. The depth of the sanitary sewer in Spring Lake Drive and 21St Avenue East is to
accommodate the low floors of homes on Street 4 and Street 5. Therefore, no trunk
sanitary sewer reimbursement will be made for over-depth. It is suggested the
applicant investigate raising the low floors of these homes in order to lessen the depth
of this sanitary sewer to save construction costs.
20. The applicant will provide adequate temporary sediment basins upstream of the storm
sewer stubs from CBMH-418 and STMH-115. These temporary sediment basins will
remain in place and be maintained by the applicant until the future phases are
constructed.
21. Class IV fieldstone riprap will be placed at each flared end section outletting to the
storm water basins. The riprap will be placed to the bottom of the basins.
22. The applicant will investigate future street grades of 21st Avenue East east of Spring
Lake Drive in order to determine if storm sewer should be extended east from CBMH-
416.
23. The applicant will revise the alignment of the storm sewer from FES-503 to FES-500 in
order to keep it out of Lot 22, Block 1 and allow the future construction of a fence on
their northern and western property lines.
24. The applicant will shift the storm sewer between Lots 4 and 5 of Block 1 to between
Lots 3 and 4 of Block 1 in order to consolidate it with the proposed watermain.
25. The applicant will extend CB-123 to the south into Lot 102 (as referenced on the storm
sewer plans) and delete the storm sewer between CB-120 and CBMH-119 (future
phase).
26. The applicant will eliminate the storm sewer between CB-220 and CBMH-216 and
revise the grades to eliminate additional drainage and utility easements should the
hydraulic grade line require them.
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27. The applicant will extend storm sewer south of CB-428 to serve the upstream rear
yards.
28. The applicant will install sod the full width of all rear yard drainage and utility
easements that contain storm sewer.
29. The applicant will provide reinforced turf (geogrid) in all areas designated as
maintenance access points by the City Engineer.
30. All proposed catch basins in streets will need to be offset a minimum of ten (10) feet,
edge to edge, from all driveways (per standard detail 4011).
31. Proposed low points of streets will be located outside of intersections.
32. The applicant will revise the proposed landscaping plan to be in compliance with the
most recent version of the City of Shakopee's Easement Fencing and Landscaping Policy.
33. No landscaping will be allowed in front yard drainage and utility easements, unless a
detailed plan is submitted clearly showing how all lots will be served by private utilities.
Prior to submittal, all applicable private utility companies will need to review and
approve this plan.
The following items need to be addressed/completed prior to issuance of a building permit:
1. Record plans need to be provided per the City of Shakopee Design Criteria, Section 2.5
and Section 11.2 (A-L). The record plans need to be submitted to the engineering
department.
Final Plat Conditions
The following items need to be addressed/completed prior to release of the Final Plat for
recording:
1. 215t Avenue East is incorrectly denoted as 1121St Avenue South". Please revise.
2. Right-of-way, in the form of sight triangles fifteen (15) feet in dimension, will be
provided at all local street intersections, as well as at the County Road 16 (Eagle Creek
Boulevard) intersection.
3. Outlot A needs to encompass the storm water basins and their approved high water
levels. It will be deeded to the City of Shakopee.
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4. Easements will be shown on the Final Plat as approved by the City Engineer. They
include, but are not be limited to, the following:
• Minimum drainage and utility easements for public sanitary sewer and storm sewer
need to be dedicated per the City of Shakopee Design Criteria, Section 10.1 (A-D).
The easements need to be centered on the public utility alignments.
• Provide a minimum of twenty-eight (28) feet of drainage and utility easement
centered on the storm sewer between CBMH-217 and CBMH-216.
• Provide a minimum of thirty-four (34) feet of drainage and utility easement centered
on the storm sewer between CBMH-213 and CBMH-212.
• The drainage and utility easements from CBMH-218 to CBMH-211 may need to be
increased to depending upon the hydraulic grade line of the storm sewer.
• Provide a minimum of twenty-eight (28) feet of drainage and utility easement
centered on the storm sewer between CBMH-112 and STMH-111.
• Provide a minimum of twenty-two (22) feet of drainage and utility easement
centered on the storm sewer between CB-123 and STMH-122.
• Provide a minimum of twenty-six (26) feet of drainage and utility easement centered
on the storm sewer between CBMH-312 and STMH-311.
• The applicant will provide a minimum of ten (10) feet of drainage and utility
easement to the north and to the south of the sewer from CS-209A/B to FES-
294A/B.
• The applicant will provide a minimum of ten (10) feet of drainage and utility
easement adjacent to the lot lines of Outlot B.
Storm Water Management Plan Review
The applicant submitted a storm water management plan that was reviewed by engineering
staff and WSB & Associates, Inc. The applicant will obtain final approval of the storm water
management plan prior to issuance of a grading permit.
Recommendation
Engineering staff recommends approval of the Preliminary Plat and Final Plat application
subject to the conditions above being addressed/completed by the applicant.
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CITY OF SHAKOPEE
MEMORANDUM
To: Mark Noble, Project Manager
From: Jacob Busiahn, Natural Resources Technician
Date: 22 May 2014
Applicant: The Ryland Group
Subject: PP & FP Dakota Highlands
Caselog No. 14021
Location: North of Horizon Dr, east of Foothill Tr, South of CR16/Eagle
Creek Blvd
Natural Resources Staff recommends approval of the requested application with the
following conditions:
1. A summary of the tree removal/replacement is as follows:
# Significant Trees # Heritage Trees Replacement
•
Removing 167 2 117
Total Replacement 117 trees
2. Before any woodland alteration takes place, a financial security in form of cash, letter
of credit, or escrow, in favor of the City, is to be provided in the amount of
$35,100 (117 replacement trees*$200*1.5=$10,500). This security will be held for
two years from the time of tree installation and inspection. The warranty period will
not begin until installed plants are inspected by City staff and determined acceptable.
Call the Shakopee Natural Resources Dept. to schedule inspection, 952-233-9511.
3. Tree protection fencing/silt fencing must be install and inspected by City staff before
any grading or woodland alteration takes place. Tree protection fence for mass
grading is to remain in place the duration of the land disturbing activities, including
the building of residential homes. Removal of the silt fence and tree protection fence
for mass grading will be the responsibility of the developer.
4. The following trees are not accepted as replacement or landscaping trees*:
1. Maple (Acer)
2. Ash (Fraxinus)
3. Spruce (Picea)
4. Apple (Malus)
*Due to genus making up a high percentage of Shakopee's urban forest or the threat
of insect/disease.
5. No more than 1/3 of the required landscaping trees may be any one species.
6. Final grading requires the placement of a minimum 6 inches of topsoil meeting
requirements set in MnDOT's "SELECT TOPSOIL BORROW" (spec. 3877.2 B,
Table 3877-2).
7. Trees shall be planted according to the following conditions:
1. Trees shall be planted a minimum of 4 feet from impervious surfaces.
2. Trees shall be planted a minimum of ten feet from property lines.
3. Trees shall not be planted in easements containing utilities.
4. Trees shall not be planted in City owned right-of-way.
5. Trees shall not be planted below overhead utilities.
6. Trees shall not be planted below high water levels (HWL) in existing or
created ponds or wetlands.
8. 'The City of Shakopee, MN B&B Tree Planting Detail' or planting detail displaying
the same specifications shall be placed on the landscaping plan. If the installed trees
do not meet these specifications or trees are determined unhealthy by City of
Shakopee staff they will be removed and replaced at the expense of the applicant.
9. Soil compaction for all non-structural landscaped areas shall be between 75%-80%
of Standard Proctor (maximum dry density) or not to exceed 200PS1 for a minimum
of the top 18" of soil. Compaction samples are to be taken after final grading of the
site is complete. They are to be submitted and approved by the City of Shakopee
before installation of landscaping begins. Samples shall be randomly taken with even
coverage of all landscaped areas. Submit sample results to the Shakopee Natural
Resources Dept.-ibusiahnshakopeemn.qov. (This specification must be placed on
the grading and landscaping sheet)
10. Establish a conservation easement over the trees on the southern area of the site,
lots 102-124 from the back of the property line to the approved grading limits.
11. The applicant shall provide and install Conservation Easement signage as
determined to be needed by the city. The applicant is responsible for providing and
installing the 4X4X8 treated wood posts and purchase the signage from the city at
the fee set forth in the City's current fee schedule.
CITY OF SHAKOPEE
MEMORANDUM
To: Mark Noble, Project Manager
From: Jamie Polley, Parks, Recreation & Natural Resources Director
Date: May 13, 2014
Subject: Preliminary and Final Plat for Dakota Highlands-
Ryland Homes.
INTRODUCTION
Staff recommends approval of the requested Preliminary and Final Plat application for
the Dakota Highlands development with the following conditions:
1. The applicant shall meet park dedication requirements by providing cash in lieu of
land dedication.
2. Park dedication fees in the amount required by the City Code and adopted City fee
schedule shall be paid at the time of recording of the final plat.
3. The applicant is required to construct a trail along CR 16 with a minimum width of 8
feet.
4. The applicant is required to install sidewalk on the west side of Street 6 across lots
101-104 as indicated on the preliminary plat dated March 25, 2014. The sidewalk
must connect to the trail constructed between lots 104 and 105.
5. The applicant is required to work with the City to install a 10 foot trail between lots
104 and 105 as indicated on the preliminary plat dated March 25, 2014. The trail
must be within the drainage and utility easement and connect Street 6 to the
southernmost property line of the development. The applicant shall receive credit
towards the park dedication requirement for the construction of this trail segment.
The cost estimate of the trial must be submitted to the City prior to the trail
construction in order to ensure the fair market cost of construction.
6. The applicant shall provide and install park, open space, and trail boundary signage
as determined to be needed by the city.
7. All trails and sidewalks be constructed to meet ADA requirements or guidelines.
Apr. 30. 2014 10:46AM No, 9600 P. 3
allidSHAKOPEE PUBLIC UTILITIES COMMISSION
" Lighting the Way - Yesterday, Today and Beyond "
MEMORANDUM
TO: Shakopee Community Development Department
FROM: Joseph D. Adams, Planning and Engineering Director
SUBJECT: STAFF REVIEW RECORD COMMENTS for:
PP& FP Dakota Highlands
CASE NO: 14021
DATE: 4/30/14
COMMENTS:
Municipal water service is available subject to our standard terms and conditions. These include,
but are not limited to: installing a lateral water main distribution system in accordance with utility
policy,paying the associated inspections costs, granting any necessary easements,paying the
Trunk Water Charge, and paying the Water Connection Charge.
Underground electric service is available subject to our standard terms and conditions. These
include,but are not limited to: entering into an Underground Distribution Agreement,granting
any necessary easements, and paying the associated fees.
Street Lighting installation is available subject to our standard terms and conditions. These are
contained in the current City of Shakopee Street Lighting Policy. Applicant must pay the
associated fees.
Applicant should contact Shakopee Public Utilities directly for specific requirements relating to
their project.
Note:
1. The water distribution plans for Dakota Highlands shall make use of the
casing pipes to be installed with the Dakota Crossings project for connections
across CR 16 on both the east and west ends.
2. The property is in two different pressure zones or service districts for water
service. Phase I is wholly within the I-HES district. Portions of Phase II are
within both the I-HES and the 2-HES service districts. Lots within the 2-
HES district will require private"jockey" booster pumps on their individual
water services operated and maintained by the homeowner until such time
that facilities in the 2-HES district can be added.
Post Office Box 470 • 255 Sarazin Street • Shakopee, Minnesota 55379-0470
(952) 445-1988 • Fax (952) 445-7767 • www.spucweb.com .. ,
Reliable Public
Power Provider
SCOTT COUNTY COMMUNITY SERVICES DIVISION
ilibt / 1 _ HIGHWAY DEPARTMENT •600 COUNTRY TRAIL EAST •JORDAN,MN 55352-9339
(952) 496-8346 Fax: (952) 496-8365 •www.co.scott.mn.us
Z '4U•LIF
June 2,2014
Mark Noble
City of Shakopee
129 South Holmes Street
Shakopee,MN 55379
RE: Preliminary Plat
Dakota Highlands—CH 16
Dear Mark:
We have reviewed the preliminary plat and offer the following comments:
♦ An access permit shall be required for the proposed Spring Lake Dr street connection to CH 16.
♦ Right and left turn lanes on CH 16 at the street connection shall be required.
♦ The turn lanes shall require a minimum 60' of right-of-way to be acquired on properties to the east. The
necessary right-of-way for the turn lanes shall be the responsibility of the City/Developer.
♦ The plat shall dedicate a minimum of 75' of right-of-way. It appears the plat is reflects this dedication.
♦ The existing power poles will need to be relocated to the back of the new dedicated/acquired right-of-way.
♦ The proposed trail along CH 16 ends at the property line. The County recommends the trail continues west to
Foothill Trail.Right-of-way may be necessary to construct the trail to Foothill Trail per County standards. All
trails shall meet ADA standards.
♦ There is an existing culvert under CH 16 that will need to be removed when the turn lanes are constructed.
♦ Noise levels may rise in the future as traffic volumes increase on CH 16. Any noise attenuation along CH 16
for the development is the responsibility of the City/developer.
♦ No berming,landscaping,ponding,or signage shall be permitted in the County right-of-way.
♦ Any work within the County right-of-way shall require a County permit.
Thank you for the opportunity to comment. If you have any questions,please feel free to contact me.
Sincerely,
Craig Jenson
Transportation Planner