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(reserved for recording information)
DEVELOPMENT CONTRACT
(Developer Installed Improvements)
ARGONNE HILLS
CONTRACT dated ____________________, 2016, by and between the CITY OF LAKEVILLE,
a Minnesota municipal corporation (“City”), and DAKOTA COUNTY COMMUNITY DEVELOPMENT
AGENCY, a public body corporate and politic and a political subdivision of the State of Minnesota (the
“Developer”).
1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat
for Argonne Hills (referred to in this Contract as the "plat"). The land is situated in the County of Dakota,
State of Minnesota, and is legally described as:
Outlot A, Argonne Village, according to the recorded plat thereof,
Dakota County, Minnesota.
2. CONDITIONS OF PLAT APPROVAL. The City hereby approves the plat on condition that
the Developer enter into this Contract, furnish the security required by it, and record the plat with the
County Recorder or Registrar of Titles within 100 days after the City Council approves the final plat.
3. RIGHT TO PROCEED. Within the plat or land to be platted, the Developer may not grade
or otherwise disturb the earth or remove trees, unless a grading permit has been approved by the City
Engineer following approval of a preliminary plat by the City Council, construct sewer lines, water lines,
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streets, utilities, public or private improvements, or any buildings until all the following conditions have been
satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the
necessary security has been received by the City, 3) the necessary insurance for the Developer and its
construction contractors has been received by the City, and 4) the plat has been filed with the Dakota
County Recorder or Registrar of Titles’ office.
4. PHASED DEVELOPMENT. If the plat is a phase of a multi-phased preliminary plat, the
City may refuse to approve final plats of subsequent phases if the Developer has breached this Contract
and the breach has not been remedied. Development of subsequent phases may not proceed until
Development Contracts for such phases are approved by the City. Park dedication charges referred to in
this Contract are not being imposed on outlots, if any, in the plat that are designated in an approved
preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed
when the outlots are final platted into lots and blocks.
5. PRELIMINARY PLAT STATUS. If the plat is a phase of a multi-phased preliminary plat,
the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into
lots and blocks, not outlots, within two (2) years after preliminary plat approval.
6. CHANGES IN OFFICIAL CONTROLS. For two (2) years from the date of this Contract, no
amendments to the City’s Comprehensive Plan, except an amendment placing the plat in the current
metropolitan urban service area, or official controls shall apply to or affect the use, development density, lot
size, lot layout or dedications of the approved plat unless required by state or federal law or agreed to in
writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary,
to the full extent permitted by state law, the City may require compliance with any amendments to the City’s
Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this
Contract.
7. DEVELOPMENT PLANS. The plat shall be developed in accordance with the following
plans. The plans shall not be attached to this Contract. With the exception of Plans A, B, C, and F the plans
may be prepared, subject to the City Engineer’s approval, after entering the Contract, but before
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commencement of any work in the plat. The City Engineer may approve minor amendments to Plan B
without City Council approval. The erosion control plan may also be approved by the Dakota County Soil
and Water Conservation District. If the plans vary from the written terms of this Contract, the written terms
shall control. The plans are:
Plan A - Plat
Plan B - Final Grading, Drainage, and Erosion Control Plan
Plan C - Tree Preservation Plan
Plan D - Plans and Specifications for Public Improvements
Plan E - Street Lighting Plan
Plan F - Landscape Plan
8. IMPROVEMENTS. The Developer shall install and pay for the following:
A. Sanitary Sewer System
B. Water System
C. Storm Sewer System
D. Streets
E. Concrete Curb and Gutter
F. Street Lights
G. Site Grading, Stormwater Treatment/Infiltration Basins, and Erosion Control
H. Underground Utilities
I. Setting of Iron Monuments
J. Surveying and Staking
K. Sidewalks and Trails
L. Retaining Walls
The improvements shall be installed in accordance with the City subdivision ordinance; City standard
specifications for utility and street construction; and any other ordinances including Section 11-16-7 of the
City Code concerning erosion and drainage and Section 4-1-4-2 prohibiting grading, construction activity,
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and the use of power equipment between the hours of 10 o’clock p.m. and 7 o’clock a.m. The Developer
shall submit plans and specifications which have been prepared by a competent registered professional
engineer to the City for approval by the City Engineer. The Developer shall instruct its engineer to provide
adequate field inspection personnel to assure an acceptable level of quality control to the extent that the
Developer’s engineer will be able to certify that the construction work meets the approved City standards
as a condition of City acceptance. In addition, the City may, at the City’s discretion and at the Developer’s
expense, have one or more City inspectors and a soil engineer inspect the work on a full or part-time basis.
The Developer, its contractors and subcontractors, shall follow all instructions received from the City’s
inspectors. The Developer’s engineer shall provide for on-site project management. The Developer’s
engineer is responsible for design changes and contract administration between the Developer and the
Developer’s contractor. The Developer or its engineer shall schedule a pre-construction meeting at a
mutually agreeable time at the City with all parties concerned, including the City staff, to review the
program for the construction work. Within thirty (30) days after the completion of the improvements and
before the security is released, the Developer shall supply the City with a complete set of reproducible “as
constructed” plans and an electronic file of the “as constructed” plans in an AutoCAD .DWG file or a .DXF
file, all prepared in accordance with City standards.
In accordance with Minnesota Statutes 505.021, the final placement of iron monuments for all lot
corners must be completed before the applicable security is released. The Developer’s surveyor shall also
submit a written notice to the City certifying that the monuments have been installed following site grading,
utility and street construction.
9. CONTRACTORS/SUBCONTRACTORS. City Council members, City employees, and
City Planning Commission members, and corporations, partnerships, and other entities in which such
individuals have greater than a 25% ownership interest or in which they are an officer or director may not
act as contractors or subcontractors for the public improvements identified in Paragraph 8 above.
10. PERMITS. The Developer shall obtain or require its contractors and subcontractors to
obtain all necessary permits, which may include:
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A. Dakota County for County Road Access and Work in County Rights-of-Way
B. MnDot for State Highway Access
C. MnDot for Work in Right-of -Way
D. Minnesota Department of Health for Watermains
E. MPCA NPDES Permit for Construction Activity
F. MPCA for Sanitary Sewer and Hazardous Material Removal and Disposal
G. DNR for Dewatering
H. City of Lakeville for Building Permits
I. MCES for Sanitary Sewer Connections
J. City of Lakeville for Retaining Walls
11. DEWATERING. Due to the variable nature of groundwater levels and stormwater flows, it
will be the Developer’s and the Developer’s contractors and subcontractors responsibility to satisfy
themselves with regard to the elevation of groundwater in the area and the level of effort needed to
perform dewatering and storm flow routing operations. All dewatering shall be in accordance with all
applicable county, state, and federal rules and regulations. DNR regulations regarding appropriations
permits shall also be strictly followed.
12. TIME OF PERFORMANCE. The Developer shall install all required public improvements
by November 30, 2017. The Developer may, however, request an extension of time from the City. If an
extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect
cost increases and the extended completion date.
13. LICENSE. The Developer hereby grants the City, its agents, employees, officers and
contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in
conjunction with plat development.
14. EROSION CONTROL. Prior to initiating site grading, the erosion control plan, Plan B, shall
be implemented by the Developer and inspected and approved by the City or Dakota County Soil and
Water Conservation District. The City or Dakota County Soil and Water Conservation District may impose
additional erosion control requirements if they would be beneficial. All areas disturbed by the grading
operations shall be stabilized per the MPCA Stormwater Permit for Construction Activity. Seed shall be in
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accordance with the City’s current seeding specification which may include temporary seed to provide
ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as
necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the
Developer does not comply with the MPCA Stormwater Permit for Construction Activity or with the erosion
control plan and schedule or supplementary instructions received from the City or the Dakota County Soil
and Water Conservation District, the City may take such action as it deems appropriate to control erosion.
The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to
do so will not affect the Developer’s and City’s rights or obligations hereunder. If the Developer does not
reimburse the City for any cost the City incurred for such work within ten (10) days, the City may draw
down the letter of credit to pay any costs. No development, utility or street construction will be allowed and
no building permits will be issued unless the plat is in full compliance with the approved erosion control
plan.
15. GRADING. The plat shall be graded in accordance with the approved grading development
and erosion control plan, Plan “B”. The plan shall conform to City of Lakeville specifications. Within thirty
(30) days after completion of the grading and final establishment of ground cover or temporary stabilization
approved by the City, the Developer shall provide the City with an “as constructed” grading plan certified by
a registered land surveyor or engineer that all storm water treatment/infiltration basins and swales, have
been constructed in accordance with the approved grading plan. The “as constructed” plan shall include
field verified elevations of the following: a) cross sections of storm water treatment/infiltration basins; b)
location and elevations along all swales, wetlands, wetland mitigation areas if any, locations and
dimensions of borrow areas/stockpiles, and installed “conservation area” posts; and c) lot corner elevations
and all other items listed in City Code Section 10-3-5.NN. The City will withhold issuance of a Certificate of
Occupancy until the approved certified grading plan is on file with the City and all erosion control measures
are in place as determined by the City Engineer. The Developer certifies to the City that all lots with
footings placed on fill have been monitored and constructed to meet or exceed FHA/HUD 79G
specifications. The soils observation and testing report, including referenced development phases and lot
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descriptions, shall be submitted to the Building Official for review prior to the scheduling of a footing and
foundation inspection.
Prior to the release of the required grading and erosion control security that is submitted with the
building permit, an as-built certificate of survey must be submitted to verify that the final as-built grades and
elevations of the lot and all building setbacks are consistent with the approved grading plan for the
development, and amendments thereto as approved by the City Engineer, and that all required property
monuments are in place. If the final grading, erosion control and as-built survey is not timely completed,
the City may enter the lot, perform the work, and draw on the letter of credit. Upon satisfactory
completion of the grading, erosion control, permanent restoration and as-built survey, the security, less
any draw made by the City, shall be released.
A certified as-built building pad survey must be submitted and approved for commercial, industrial
or institutional developments prior to scheduling a building inspection.
16. CLEAN UP. The Developer shall clean dirt and debris from streets that has resulted from
construction work by the Developer, subcontractors, their agents or assigns. Prior to any construction in the
plat, the Developer shall identify in writing a responsible party and schedule for erosion control, street
cleaning, and street sweeping.
17. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction
required by this Contract and final acceptance by the City, the improvements lying within public easements
shall become City property without further notice or action.
18. CITY ENGINEERING ADMINISTRATION AND CONSTRUCTION OBSERVATION. The
Developer shall pay a fee for in-house engineering administration. City engineering administration will
include monitoring of construction observation, consultation with Developer and its engineer on status or
problems regarding the project, coordination for final inspection and acceptance, project monitoring during
the warranty period, and processing of requests for reduction in security. Fees for this service shall be
three percent (3%) of construction costs identified in the Summary of Security Requirements if using a
letter of credit, assuming normal construction and project scheduling. The Developer shall pay for
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construction observation performed by the City’s in-house engineering staff or consulting engineer.
Construction observation shall include part or full time inspection of proposed public utilities and street
construction and will be billed on hourly rates estimated to be seven percent (7%) of the estimated
construction cost.
19. STORM SEWER. Development of Argonne Hills includes the construction of a privately
owned and maintained storm sewer system that connects to the public storm sewer. The Developer
must post a $2,000.00 security at the time of final plat approval for the connection to the existing public
storm sewer. Private storm sewer shall be installed within the site to collect and convey stormwater
runoff generated within the development to the proposed stormwater management basins. A private
draintile system shall be installed within the filtration basin south of the proposed building.
The Trunk Storm Sewer Area Charge has not been collected on the parent parcel, and must be
paid at the time of final plat approval. The Trunk Strom Sewer Area Charge is calculated as follows:
140,148.15 s.f. x $0.198/s.f. = $27,749.33
Net Area of Argonne Hills Multi-Family Area Charge Total
20. SANITARY SEWER. Development of Argonne Hills includes the construction and
extension of a private sanitary sewer service. The existing public sanitary sewer adjacent to the parent
parcel to serve Argonne Hills was installed and paid for by the Developer of Argonne Village; therefore,
the Lateral Sanitary Sewer Access Charge will not be collected with the final plat.
Two private sanitary sewer services were extended to the parent parcel with the Argonne Village
improvements. One of the existing services will be unused and therefore will be abandoned with the
development of Argonne Hills. Prior to the abandonment of the private sanitary sewer service, it must be
first televised for evidence of inflow and infiltration. If the City’s review of the televising suggests no inflow
and infiltration, the sanitary sewer service will be abandoned in place. If the City’s review of the televising
suggests any inflow and infiltration, the sanitary sewer service must be plugged at the main by inserting a
plug at the wye per the manufacturer’s recommendations. In addition, if the sanitary sewer service is
disturbed during water service abandonment, it must be plugged. The Developer must post a $1,000.00
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security at the time of final plat approval to ensure the sanitary sewer service abandonment. GPS
coordinates must be provided per Lakeville Standard Plat LV-ST-11. All sanitary sewer service
abandonment/removal must be inspected by the City’s Public Works Department.
The Sanitary Sewer Availability Charge has been paid on the parent parcel.
The private sanitary sewer design shall be reviewed by the City’s Plumbing Inspector with the
building permit application.
21. WATERMAIN. The existing public watermain adjacent to the parent parcel to serve
Argonne Hills was constructed and paid for by the Developer of Argonne Village; therefore the Lateral
Watermain Access Charge will not be collected with the final plat.
Two water services were extended to the subject property to serve the parent parcel. One of the
existing services will be unused and therefore shall be abandoned with the development by installing a
privately owned and maintained reducer, gate valve and fire hydrant at the end of the service. The
Developer must post a $1,000.00 security at the time of final plat approval to ensure the water service
abandonment. GPS coordinates must be provided per Lakeville Standard Plat LV-ST-11. All water
service abandonment work must be inspected by the City’s Public Works Department.
A privately owned and maintained watermain system, including two private fire hydrants for fire
suppression, must be installed within Argonne Hills. The private watermain design must be reviewed by
the City’s Plumbing Inspector and Fire Marshall with the building permit application.
22. CONSTRUCTION ACCESS. Construction traffic access and egress for grading, utility
construction, and street construction is restricted to access the subdivision by one entrance off of Junelle
Path via Kenrick Avenue and Kenwood Trail (CSAH 50). No construction traffic will be allowed on 175th
Street.
23. PARKS, TRAILS AND SIDEWALKS. The Park Dedication requirement has not been
collected on the parent parcel and shall be satisfied through a cash contribution that must be paid at the
time of final plat approval. The Park Dedication Fee is based on the rate in effect at the time of final plat
approval, calculated as follows:
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62 Units x $1,972.00/unit = $122,264.00
Units in Argonne Hills High Density Residential
Park Dedication Fee
Park Dedication Requirement
Development of Argonne Hills does not include the construction of any public trails or sidewalk.
Private trails and sidewalks will be constructed as proposed on the site plan.
24. STREETLIGHT OPERATION COSTS. The Developer must pay to the City at the time of
final plat approval a cash fee for one-year of streetlight operating expenses. The streetlight operating
expense is calculated as follows:
62 units x $8.42/unit/qtr. x 4 qtrs. = $2,088.16
Dwelling Units
Streetlight Operating Fee Total
25. ENVIRONMENTAL RESOURCES EXPENSES. The Developer must pay to the City at the
time of final plat approval $1,922.00 in payment of the first year environmental resources expenses for the
subdivision. The fee is calculated as follows:
62 units x $7.75/unit/qtr. x 4 qtrs. = $1,922.00
Dwelling Units Environmental Resources Fee Total
26. LANDSCAPING. Landscaping shall be installed in accordance with the approved
landscape plan. The Developer must post a $92,192.50 security at the time of final plat approval to
ensure that the landscaping is installed in accordance with the approved plan.
27. SPECIAL PROVISIONS. The following special provisions shall apply to plat development:
A. Implementation of the recommendations listed in the May 20, 2016, Engineering Report.
B. An existing gravel driveway to the residential lots located at 17732 Junelle Path and 17700
Junelle Path encroaches on the southeast corner of the parent parcel. This encroachment shall
be relocated outside of the Argonne Hills plat boundary to allow street access to the two
residential properties. The Developer must post a $2,000.00 security at the time of final plat
approval to ensure that the driveway encroachment is removed and relocated.
C. The Developer must install a stop sign at both driveway connections to Junelle Path and install
a private pedestrian curb ramp at the north driveway access to Junelle Path. The pedestrian
curb ramp and sidewalk within the public right-of-way shall be privately owned and maintained
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by the Developer or its successor as assigned. The Developer must post a $500.00 security at
the time of final plat approval to guarantee the installation of the stop signs at the driveway
entrances.
D. The Developer must install Natural Area signs at 15 locations on all rear lot corners adjacent to
the wetland within Outlot F, Argonne Village. The Developer must post a $2,250.00 security at
the time of final plat approval to ensure the installation of the Natural Area signs.
E. Prior to City Council approval of the final plat, the Developer shall furnish a boundary survey of
the proposed property to be platted with all property corner monumentation in place and marked
with lath and a flag. Any encroachments on or adjacent to the property shall be noted on the
survey. The Developer shall post a $100.00 security for the final placement of interior
subdivision iron monuments at property corners. The security was calculated as follows: one
(1) lot/outlot at $100.00 per lot/outlots. The security will be held by the City until the Developer's
land surveyor certifies that all irons have been set following site grading and utility and street
construction. In addition, the certificate of survey must also include a certification that all irons
for a specific lot have either been found or set prior to the issuance of a building permit for that
lot.
F. The Developer shall pay a cash fee for the preparation of record construction drawings and City
base map updating. This fee is $75.00 per lot/outlot for a total charge of $75.00.
G. The Developer is responsible for the cost of street light installation consistent with a street
lighting plan approved by the City. Before the City signs the final plat, the Developer shall post
a security for street light installation consistent with the approved plan. The estimated amount
of this security is $2,800.00 and consists of two (2) mast-arm street lights at $1,400.00 each.
H. The Developer is required to submit the final plat in electronic format. The electronic format
shall be either AutoCAD.DWG file or a .DXF file. All construction record drawings (e.g.,
grading, utilities, streets) shall be in electronic format in accordance with standard City
specifications.
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28. SUMMARY OF SECURITY REQUIREMENTS. To guarantee compliance with the terms of
this Contract, payment of real estate taxes including interest and penalties, payment of special
assessments, payment of the costs of all public improvements, and construction of all public
improvements, the Developer shall furnish the City with a cash escrow, letter of credit or alternate security,
in the form attached hereto, from a bank ("security") for $138,287.50, plus a cash fee of $990.00 for City
engineering administration. If an alternate security is furnished, the Developer shall also furnish a letter of
credit for twenty-five percent (25%) of the alternate security amount to cover any contract increases. The
amount of the security was calculated as follows:
CONSTRUCTION COSTS:
A. Sanitary Sewer - Abandon Private Service $ 1,000.00
B. Watermain - Abandon Private Service 1,000.00
C. Storm Sewer - Connection to Public System 2,000.00
D. Street Construction - Junelle Path Driveways 4,000.00
E. Erosion Control, Grading and Grading Certification, 25,000.00
Stormwater Basins, Permanent Restoration
CONSTRUCTION SUB-TOTAL $ 33,000.00
OTHER COSTS:
A. Developer’s Design (6.0%) $ 1,980.00
B. Developer’s Construction Survey (2.5%) 825.00
C. City Legal Expenses (Est. 0.5%) 165.00
D. City Construction Observation (Est. 7.0%) 2,310.00
E. Developer’s Record Drawings (0.5%) 165.00
F. Landscaping 92,192.50
G. Remove Driveway Encroachment 2,000.00
H. Install Stop Signs 500.00
I. Street Lights 2,800.00
J. Lot Corners/Iron Monuments 100.00
K. Natural Area Signs (15 locations) 2,250.00
OTHER COSTS SUB-TOTAL $ 105,287.50
TOTAL SECURITIES: $ 138,287.50
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This breakdown is for historical reference; it is not a restriction on the use of the security. The bank shall be
subject to the approval of the City Administrator. The City may draw down the security, on five (5) business
days written notice to the Developer, for any violation of the terms of this Contract or without notice if the
security is allowed to lapse prior to the end of the required term. If the required public improvements are not
completed at least thirty (30) days prior to the expiration of the security, the City may also draw it down
without notice. If the security is drawn down, the proceeds shall be used to cure the default. Upon receipt of
proof satisfactory to the City that work has been completed and financial obligations to the City have been
satisfied, with City approval the security may be reduced from time to time by ninety percent (90%) of the
financial obligations that have been satisfied. Ten percent (10%) of the amounts certified by the
Developer's engineer shall be retained as security until all improvements have been completed, all financial
obligations to the City satisfied, the required "as constructed" plans have been received by the City, a
warranty security is provided, and the public improvements are accepted by the City Council. The City’s
standard specifications for utility and street construction outline procedures for security reductions.
29. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash
requirements under this Contract which must be furnished to the City prior to the City Council signing the
final plat:
A. Park Dedication $ 122,264.00
B. Trunk Storm Sewer Area Charge 27,749.33
C. Street Light Operating Fee 2,088.16
D. Environmental Resources Fee 1,922.00
E. City Base Map Updating 75.00
F. City Engineering Administration 990.00 (3% for letters of credit or 3.25% for alternate disbursement)
TOTAL CASH REQUIREMENTS $ 155,088.49
30. WARRANTY. The Developer warrants all improvements required to be constructed by it
pursuant to this Contract against poor material and faulty workmanship. The warranty period for streets is
one year. The warranty period for underground utilities is two years and shall commence following
completion and acceptance by City Council. The one year warranty period on streets shall commence
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after the final wear course has been installed and accepted by the City Council. The Developer shall post
maintenance bonds in the amount of twenty-five percent (25%) of final certified construction costs to
secure the warranties. The City shall retain ten percent (10%) of the security posted by the Developer until
the maintenance bonds are furnished to the City or until the warranty period expires, whichever first occurs.
The retainage may be used to pay for warranty work. The City’s standard specifications for utility and street
construction identify the procedures for final acceptance of streets and utilities.
31. RESPONSIBILITY FOR COSTS.
A. Except as otherwise specified herein, the Developer shall pay all costs incurred by it or the City
in conjunction with the development of the plat, including but not limited to Soil and Water
Conservation District charges, legal, planning, engineering and construction observation
inspection expenses incurred in connection with approval and acceptance of the plat, the
preparation of this Contract, review of construction plans and documents, and all costs and
expenses incurred by the City in monitoring and inspecting development of the plat.
B. The Developer shall hold the City and its officers, employees, and agents harmless from claims
made by itself and third parties for damages sustained or costs incurred resulting from plat
approval and development. The Developer shall indemnify the City and its officers, employees,
and agents for all costs, damages, or expenses which the City may pay or incur in
consequence of such claims, including attorneys' fees.
C. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract,
including engineering and attorneys' fees.
D. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is
attached, all special assessments referred to in this Contract. This is a personal obligation of the
Developer and shall continue in full force and effect even if the Developer sells one or more
lots, the entire plat, or any part of it.
E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under
this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may
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halt plat development and construction until the bills are paid in full. Bills not paid within thirty
(30) days shall accrue interest at the rate of eighteen percent (18%) per year. Additionally, the
Developer shall pay in full all bills submitted to it by the City prior to any reductions in the
security for the development.
F. In addition to the charges and special assessments referred to herein, other charges and
special assessments may be imposed such as but not limited to sewer availability charges
("SAC"), City water connection charges, City sewer connection charges, and building permit
fees.
32. DEVELOPER’S DEFAULT. In the event of default by the Developer as to any of the work
to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall
promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an
emergency as determined by the City, is first given notice of the work in default, not less than forty-eight
(48) hours in advance. This Contract is a license for the City to act, and it shall not be necessary for the
City to seek a Court order for permission to enter the land. When the City does any such work, the City
may, in addition to its other remedies, assess the cost in whole or in part.
33. MISCELLANEOUS.
A. The Developer represents to the City that the plat complies with all city, county, metropolitan,
state, and federal laws and regulations, including but not limited to: subdivision ordinances,
zoning ordinances, and environmental regulations. If the City determines that the plat does not
comply, the City may, at its option, refuse to allow construction or development work in the plat
until the Developer does comply. Upon the City's demand, the Developer shall cease work until
there is compliance.
B. Third parties shall have no recourse against the City under this Contract.
C. Breach of the terms of this Contract by the Developer shall be grounds for denial of building
permits, including lots sold to third parties.
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D. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for
any reason held invalid, such decision shall not affect the validity of the remaining portion of this
Contract.
E. Grading, curbing, and one lift of asphalt shall be installed on all public and private streets prior
to issuance of any building permits.
F. If building permits are issued prior to the acceptance of public improvements, the Developer
assumes all liability and costs resulting in delays in completion of public improvements and
damage to public improvements caused by the City, Developer, its contractors, subcontractors,
material men, employees, agents, or third parties. No sewer and water connections or
inspections may be conducted and no one may occupy a building for which a building permit is
issued on either a temporary or permanent basis until the streets needed for access have been
paved with a bituminous surface and the utilities are accepted by the City Engineer.
G. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of
this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties
and approved by written resolution of the City Council. The City's failure to promptly take legal
action to enforce this Contract shall not be a waiver or release.
H. This Contract shall run with the land and may be recorded against the title to the property. The
Developer covenants with the City, its successors and assigns, that the Developer is well
seized in fee title of the property being final platted and/or has obtained consents to this
Contract, in the form attached hereto, from all parties who have an interest in the property; that
there are no unrecorded interests in the property being final platted; and that the Developer will
indemnify and hold the City harmless for any breach of the foregoing covenants.
I. The Developer and contractor shall acquire commercial general liability and property damage
insurance covering personal injury, including death, and claims for property damage which may
arise out of the Developer's work or the work of their subcontractors or by one directly or
indirectly employed by any of them. The insurance must be maintained until six (6) months
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after the City has accepted the public improvements. Limits for bodily injury and death shall be
not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property
damage shall be not less than $200,000 for each occurrence; or a combination single limit
policy of $1,000,000 or more. The City shall be named as an additional insured on the policy on
a primary and noncontributory basis, and the Developer and contractor shall file with the City a
certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that
the City must be given ten (10) days advance written notice of the cancellation of the insurance.
The Developer must provide a Certificate of Insurance which meets the following requirements:
1. The Description section of the Accord form needs to read “City of Lakeville is named as
Additional Insured with respect to the General Liability and Auto Liability policies on a
Primary and Non-Contributory Basis.” Each policy shall provide 30 days’ notice of
cancellation to City of Lakeville.
2. Certificate Holder must be City of Lakeville.
3. Provide copy of policy endorsement showing City of Lakeville named as Additional Insured
on a Primary and Non-Contributory Basis.
J. The Developer and contractor shall obtain Workmen’s Compensation Insurance in accordance
with the laws of the State of Minnesota, including Employer’s Liability Insurance, to the limit of
$100,000.00 each accident.
K. Each right, power or remedy herein conferred upon the City is cumulative and in addition to
every other right, power or remedy, express or implied, now or hereafter arising, available to
City, at law or in equity, or under any other agreement, and each and every right, power and
remedy herein set forth or otherwise so existing may be exercised from time to time as often
and in such order as may be deemed expedient by the City and shall not be a waiver of the
right to exercise at any time thereafter any other right, power or remedy.
18
187311v2
L. The Developer may not assign this Contract without the written permission of the City Council.
The Developer's obligation hereunder shall continue in full force and effect even if the
Developer sells one or more lots, the entire plat, or any part of it.
M. Retaining walls that require a building permit shall be constructed in accordance with plans and
specifications prepared by a structural or geotechnical engineer licensed by the State of
Minnesota. Following construction, a certification signed by the design engineer shall be filed
with the Building Official evidencing that the retaining wall was constructed in accordance with
the approved plans and specifications. All retaining walls identified on the development plans
and by special conditions referred to in this Contract shall be constructed before any other
building permit is issued for a lot on which a retaining wall is required to be built.
34. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand
delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the
following address: 1228 Town Centre Drive, Eagan, Minnesota 55123. Notices to the City shall be in
writing and shall be either hand delivered to the City Administrator, or mailed to the City by certified mail
in care of the City Administrator at the following address: Lakeville City Hall, 20195 Holyoke Avenue,
Lakeville, Minnesota 55044.
[The remainder of this page has been intentionally left blank.
Signature pages follow.]
19
187311v2
CITY OF LAKEVILLE
BY: ___________________________________________
Matt Little, Mayor
(SEAL)
AND __________________________________________
Charlene Friedges, City Clerk
STATE OF MINNESOTA )
)ss.
COUNTY OF DAKOTA )
The foregoing instrument was acknowledged before me this ________ day of ______________,
2016, by Matt Little and by Charlene Friedges, the Mayor and City Clerk of the City of Lakeville, a
Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its
City Council.
______________________________________________
NOTARY PUBLIC
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CONCRETE SURFACEADA ACCESSIBLE PARKING SPAC
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PARKING SPACE COUNT106" PIPE BOLLARD PROPOSED LEGENDWWWATER SERVICE SSSANITARY SEWER SERVICE STORM SEWERLIGHT POLE LOCATION EXISTING LEGENDLOT LINECONTOUR LINE EASEMENT LINECONIFEROUS TREEDECIDUOUS TREE OVERHEAD ELECTRICWATER SERVICESANITARY SEWER SERVICE WATER MAINSANITARY SEWERLIGHT POLE HYDRANTTOP NUT HYDRANTWATER VALVESANITARY MANHOLETRANSFORMERCABLE BOX RIGHT-OF-WAY LINE
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CONSTRUCTION & GRADING NOTES1. UTILITIES SHOWN ARE AT APPROXIMATE LOCATIONS. THERE MAY BEADDITIONAL UNDERGROUND AND OVERHEAD UTILITIES NOT SHOWN ON THEPLAN. CALL GOPHER STATE ONE CALL AT 651-454-0002 FOR UTILITY, GAS LINE,AND ELECTRICAL LINE LOCATIONS PRIOR TO EXCAVATION.2. AREA OF DISTURBANCE IS GREATER THAN 1 ACRE. AN NPDES PERMIT ISREQUIRED FOR THIS SITE.3. PERIMETER SEDIMENT CONTROL BMP'S SHALL BE ESTABLISHED PRIOR TO THECOMMENCEMENT OF ANY UPGRADIENT LAND DISTURBING ACTIVITIES ANDSHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION.4. DISTURBED SOIL AREAS AND STOCK PILES SHALL BE STABILIZED AS SOON ASPOSSIBLE BUT IN NO CASE LATER THAN 14 DAYS FROM THE LASTCONSTRUCTION ACTIVITY IN THAT AREA.5. TEMPORARY STABILIZATION SHALL CONSIST OF MNDOT SEED MIX 21-111APPLIED AT A RATE OF 100 LBS/ACRE. PERMANENT STABILIZATION SHALLCONSIST OF MNDOT SEED MIX 25-151 APPLIED AT A RATE OF 120 LBS/ACRE.STRAW MULCH SHALL BE APPLIED AT 2 TONS PER ACRE AND DISK ANCHOREDFOR TEMPORARY AND FINAL STABILIZATION UNLESS SPECIFIED OTHERWISE INTHE PLANS.6. SEDIMENT OR DEBRIS DEPOSITED IN PUBLIC RIGHT-OF-WAY SHALL BEREMOVED BY THE END OF EACH DAY.7. CONSTRUCT TEMPORARY ROCK CONSTRUCTION ENTRANCE AT ENTRANCE TOEACH GRADING AREA.8. PROPOSED ELEVATIONS SHOWN ON THE PLAN ARE TO TOP OF PAVING, GUTTERFLOW LINE, OR FINISH GRADE UNLESS NOTED OTHERWISE.9. A 2 FOOT TAPER FROM FULL CURB HEIGHT TO ZERO CURB HEIGHT SHALL BEPROVIDED AT CURB TERMINI AND CURB CUT LOCATIONS.10.SITE DESIGN DOES NOT NECESSARILY BALANCE EARTHWORK MATERIAL ONSITE. CONTRACTOR SHALL PROVIDE SUITABLE MATERIAL AS NEEDED, ORDISPOSE OF ANY EXCESS MATERIAL OFF SITE.11.STORM SEWER AND CULVERT PIPE LENGTHS INCLUDE APRONS.
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2118 Erie Drive • northfield , MN 55057
651) 283 - 1090 • paulmillerdesign@msn .com
REVISIONS
1228 Town Centre Drive
Eagan, MN 55123
Dakota County, CDAPREPARED FOR:
L-1SHEET NO.ARGONNE VILLAGE,CDALAKEVILLE, MN
1. The landscape contractor shall review all site conditions prior to construction and notify the
landscape architect of any discrepencies found in the base map information provided . The contractor is
responsible for verify ing all field conditions related to their construction activities . The landscape
contractor shall abide by all local, state and federal regulations that apply to their work .
2. The landscape contractor shall determine the exact locations of all existing utilities prior to starting
construction as required by state law. The contractor is responsible for damages that result from the
failure to properly locate and protect all underground utilities .
3. Any damage to existing roads , curb & gutters , trees, turf or any site fixtures from the landscape
contractor shall be repaired at no cost to the owner.
4. Preparing the finish grade for installation of sod, and plant bed preparation shall be the responsiblity
of the contractor. Locations that are defient of a minimum of 6" of quality topsoil shall be brought to
the attention of the Landscape Architect prior to sodding .
5. The landscape contractor shall stake the plant locations in the field for review by the landscape
architect prior to the start of construction activities . Minor field adjustments to the exact plant
locations may need to be made . The landscape architect reserves the right to make field adjustments
prior to planting . Any proposed re-locations by the landscape contractor shall be approved by the
landscape architect prior to digging.
6. The landscape contractor shall coordinate their construction activities with the other contractors
working on the site.
Tree , Shrub and Perennial Planting Notes:General Notes:
Fine Grading & Sodding Notes:
1. The Landscape Contractor shall provide an irrigation plan and irrigation specifications as part of their scope of
work for this project . The plan and specifications shall be submitted to the Landscape Architect prior to the
ordering of irrigation materials . It shall be the Landscape Contractor's responsibility to insure
that all sodded turf areas and tree and shrub planting areas are adequately irrigated .
2. The landscape base plan will be provided to the Irrigation Contractor to be used as the base map for their
Irrigation Layout Plan and as built drawings .
3. The landscape contractor shall provide an irrigation layout that provides adequate coverage based specifically on
site conditions and plant material requirements .
4. All irrigation parts and labor including trench settling shall be guarenteed for two years from the date of final
acceptance . Any trench settling or leaks prior to final acceptance shall be repaired immediately to insure irrigation
during plant and turf establishment .
Irrigation Notes:
North
Planting Details
Paul W. Miller, Landscape Architect
State of Minnesota: Reg. No. 20920
I hereby certify that these plans were prepared by me, or under my direct supervision ,
and that I am a duly registered Landscape Architect in the State of Minnesota
1. Planting beds shall be established indicated on the plan with an approved metal landscape
edger with stakes .
2. Unless otherwise noted, plant beds shall consist of shredded bark mulch, 4" depth , free of soil
or debris . All landscape plantings shall be mulched with a minimum of 4 inches of shredded bark
mulch as shown on the details.
3. Trees and shrubs shall be freshly dug at time of delivery, unless container-grown .
4. The diameter of all tree pits shall be two times the diameter of the root ball. Tree pits shall
be excavated so that the top of the ball will be set at 2 inches above the finished grade. The
diameter of all shrub pits shall be two times the diameter of the root mass with soil. Shrub pits
shall be excavated so that the top of the ball will be set at 1inch above finished grade .
5. The topsoil for backfilling the planting pits shall be mixed with compost at a ratio of 1: 3 loose
compost to topsoil by volume . Backfill / planting soil shall be tested to determine suitability for
planting per the specifications . New trees and shrubs shall be fertilized based on the
recommendations provided by the soils report .
6. The contractor shall brace the trees as necessary per the details to insure plant stability.
7. Trees to be planted shall have a single , straight leader and tapered trunk . The tree shall be free
of girdling roots that have circled around the tree and are constricting the tree at the base .
Trees must be in good health and free of disease .
8. The planting contractor shall take measures to protect the trees and shrubs from damage due
to planting . Newly planted trees shall be wrapped with tree wrap if the exposure or species
warrant protection .
Planting Schedule
irrigation
limits
30'60'0
LANDSCAPECONSTRUCTIONPLAN
DATE
Planting / Materials Legend
Symbol Description
deciduous tree to be planted
evergreen tree to be planted
steel edger - refer notes
sod to be installed
ornamental tree to be planted
shredded bark mulch
Typical Coniferous Tree Planting Detail
no scale
2
L1
3 guy system - equidistant around
tree w/ double no. 12 gauge twisted
galvanized wire w/ 3 pieces new
reinforced rubber hose
6" topsoil backfill
3' - 0"
Minimum
4"
6” minimum Undisturbed subgrade
4" depth shredded bark mulch
3 - 2” x 2” cedar posts
Place 1/2" white pvc 36" length
on each guying
set root ball slightly above
grade to allow for settling -
create a saucer around the
tree to hold water
Backfill with native soil
and maximum of 25%
composted soil
planting cavity 2x
diameter of rootball
Peel back a minimum of
50% of burlap and
remove basket wire
Backfill with native soil and
maximum of 25%
composted soil
set root ball above grade to allow
for settling - create a saucer
around the tree to hold water
Typical Deciduous Tree Planting Detail
no scale
1
L1
8’ 2” x 2” cedar posts
Double no.12 gauge twisted
galvanized wire with 2 pieces new
reinforced rubber hose
3'
-
0
"
Mi
n
i
m
u
m
4"
6” minimum
Prune dead & broken
branches -
maintain shape of tree
Peel back a minimum of 50% of burlap
and basket wire
Undisturbed subgrade planting cavity 2x
diameter of rootball
4" depth shredded bark mulch12”
9. Planting shall not commence until the associated site improvements , pavements , irrigation
installation and finish grading are completed . The irrigation system shall be in operating condition
prior to any planting .
9. The landscape contractor shall verify the suitability of soil to produce viable planting soil. Soil
shall be clean of roots , weeds , sod, rocks , clods, clay lumps , concrete or other extraneous materials
harmful to plant growth .
10. The landscape contractor shall maintain all planted areas until the time of Substantial
Completion .
11. The Contractor shall not deviate from the plant selections without written approval of the
Landscape Architect .
12. The landscape contractor shall provide a warranty for all plant materials
from the date of project acceptance until one year later. The contractor shall
replace dead or unhealthy plants during the warranty period with plants the same size and species
specified with a new 90 day warranty starting on the date of replacement .
13. The landscape contractor shall notify the landscape architect when the project is ready to be
reviewed for substantial completion . Written notice of Substantial Completion shall be issued prior
to final payment being made .
14. The landscape contractor shall provide the owner and the landscape architect with as an built
Landscape / Irrigation Plan prior to final payment .
15. The Landscape Contractor shall be responsible for the maintenance of newly installed
landscaping and replacement of damaged plants or materials until the project is accepted as
substantially complete .
16. Shrub and perennial planting beds shall recieve 18" depth of planting soil consisting of 50%
topsoil , 40% screened compost and 10% sand . Planting soil shall be approved by the Landscape
Architect prior to planting .
MnDot seed mixture 33 - 261 w/ North American Green DS
75 Erosion Blanket @ MnDot specificed seeding rate
MnDot native seed mixture 32 - 241 w/ North American Green
DS 75 Erosion Blanket @ MnDot specificed seeding rate (Seed
mixture special 2)
7% slender wheat grass
25 % nodding wild rye
5% Virginia wild rye
4% fringed brome
3% big bluestem
3% side oats grama
3% Indian grass
2% switchgrass
2% fowl bluegrass
partridge pea
black eyed susan
Canada tick trefoil
hoary vervain
wild bergamot
66% Oats cover crop
irrigation
limits
irrigation
limits
raised
gardens
( EL 58.37)GARA
G
E
6' TR
A
I
L
( EL 68.37)ENTRY
Common Name Latin Name Qty Size Spacing Plant Mature
Autun Blaze Maple Acer x freemanii "Jeffersred'6 2 1/2"varies B & B 50 ft.
Fall Fiesta Sugar Maple Acer saccharum 'Basilsta'1 2 1/2"varies B & B 50-75 ft.
Skyline Honeylocust Gleditsia Triacanthos 'Skyline'3 2 1/2"varies B & B 50 ft.
Swamp White Oak Quercus bicolor 2 2 1/2"varies B & B 50- 60 ft.
Northern Red Oak Quercus rubra 6 2 1/2"varies B & B 60- 80 ft.
Hackberry Celtis Occidentalis 4 2 1/2"varies B & B 50' - 60' ft.
Spring Snow Crab Malus ' Spring Snow'4 2"varies B & B 15 - 20 ft.
Prairiefire Crab Malus ' Prairiefire'6 2"varies B & B 15 - 20 ft.
Autumn Brilliance Serviceberry Amelanchier 6 6-8 ft.varies B & B 15 - 20 ft.
Colorado Blue Spruce Picea glauca densata 13 8'varies B & B 60 ft.
Black Hills Spruce Picea pungens 17 8'varies B & B 15 - 20 ft.
White Pine Pinus Strobus 10 8'varies B & B 80 ft.
Red Pine Pinus resinosa 7 8'varies B & B 60 - 80 ft.
Winterberry Ilex Verticulata 5 #5 8' o.c.cont 6-8 ft.
Cardinal Red Twigged Dogwood Cornus sericea 'Cardinal'6 #5 8' o.c.cont 8-10 ft.
Arrowwood Viburnum Viburnum dentatum 6 #5 8' o.c.cont 10-12 ft.
MIss Kim Lilac Syringa patula 'Miss Kim'6 #5 5' o.c.cont 6-7 ft.
Center Glow Ninebark Physocarpus opulifolius ' Center Glow'5 #5 5' o.c.cont 8 - 10 ft.
Summerwine Ninebark Physocarpus opulifolius ' Summerwine'9 #5 5' o.c.cont 5 - 6 ft.
Dwarf Ninebark Physocarpus opulifolius ' Nanus'9 #5 5' o.c.cont 4 - 6 ft.
Hummingbird Summersweet Clethra alnifolia ' Hummingbird'21 #5 5' o.c.cont 3 - 4 ft.
Sugar Plum Fairy Lilac Syringa 'Bailsugar'5 #5 5' o.c.cont 4 - 5 ft.
Tauton Yew Taxus x media 'Nigra'14 #5 5' o.c.cont 3 - 4 ft.
MAY 16, 2016
Prune dead & broken branches -
maintain shape of shrub
Peel back a minimum of 50% of burlap,
if container stock, scarify rootball
Backfill with native soil and maximum of
25% composted soil
4" shredded
bark mulch layer
set root ball slightly above grade to
allow for settling -
create a saucer around the shrub to
hold water
planting cavity 2x diameter of
rootball
Typical Shrub Planting Detail
no scale
3
L1
transformer
1. All disturbed areas within the property limits that are not paved or established as planting beds
shall be sseeded or sodded as noted on the plans.
2. The landscape contractor shall insure that soil conditions and established grades allow for proper
drainage of all turf and planted areas . Any areas of poor drainage or over compaction shall be
brought to the attention of the Landscape Architect prior to the start of any work. It is the
responsibility of the landscape contractor to provide proper surface and subsurface drainage .
3. All planting and sodding shall be done before October 15. Seeding before or after these dates
shall be done at the Contractor's own risk at no additional expense to the Owner should a
replanting be necessary.
4. Disturbed areas that remain idle for 14 days shall recieve a temporary seeding of annual rye or
oats at 100 lbs per acre .
5. The sodded area indicated on the plan shall be sodded with a Kentucky bluegrass blend. Sod shall have well
established roots and turf cover. The sod shall be free of weeds and non conforming grasses . The owner
reserves the right to reject poor quality sod.
6. The area to be sodded shall be watered heavily to provide ample soil moisture without causing erosion .
Sod shall be installed with staggered joints with sod butted tightly at the joints . The sod shall be laid parallel to
the slope and pegged to prevent movement .
7. Newly installed sod shall be watered immediately after laying until completely soaked and then rolled to
make complete contact between the sod and the soil.
4L1
existing soil
12" topsoil/compost planting mix
Secure base course to ground with #4 rebar
Timber Raised Planter Detail
Secure timbers with 10 in. timber screws
6" x 6" x 8' treated landscape timber - alternate joints
2" x 8" treated wood cap secure to timbers with 3" deck screws
3" gravel leveling base under timbers
slope existing soilbase to drain to weep holes
weep holes 3' o.c.
3" gravel drainage layer
ground line
cross section view
450 Wetlands planting plugs shall be planted 2' on center in the bottom
of the filtration basin and consist of:
50 Big Bluestem
50 fringed brome
50 Virginia wild rye
50 fowl bluegrass
50 slender wheatgrass
50 switchgrass
50 prairie cordgrass
50 Indian grass
50 bluejoint
(Not to Scale)
Infiltration Basin Detail
Section
Minimum 6" compacted
topsoil seeded with MnDot
Seed Mix 33 - 261
the basin bottom area shall be backfilled
with 12" of compacted topsoil mix that
is 50% washed concrete sand, 30%
compost, and 20% topsoil
existing subgrade -
do not compact
5
L1
minimum 2" native grass
plugs planted 2' on center
on bottom of filtration basin
2'
REVISED MAY 16, 2016
6 Hummingbird
Summersweet
4 - Colardo
Blue Spruce
3 - Red
Pine
2 - White Pine
2 - Black Hills
Spruce
2 Skyline
Honeylocust
5 Center Glow
Ninebark
6 Arrowood
Viburnum
4 Autumn Blaze
Maple
5 Winterberry
1 Northern
Red Oak
6 Cardinal Red
Dogwood
3 Black Hills
Spruce
4 Hackberry
5 - White Pine
2 Autumn Blaze
Maple
1 Skyline
Honeylocust
4 Colorado Blue Spruce
3 White
Pine
2 Northern
Red Oak
3 Prairiefire
Crab
6 Summer Wine
Ninebark
8 Tauton
Yew
15 Hummingbird
Summersweet
4 - Dwarf
Ninebark
5 Dwarf
Ninebark
3 Autumn Brilliance
Serviceberry
5 Sugar Plum
Fairy Lilac
3 Prairiefire Crab
4 Spring Snow Crab
1 Northern
Red Oak3 Summer Wine
Ninebark
6 Miss Kim Lilac
3 Autumn Brilliance
Serviceberry
1 - Fall Fiesta
Sugar Maple
2 Swamp White
Oak
4 Black Hills
Spruce
1 Northern
Red Oak
5 Black Hills
Spruce
1 Northern
Red Oak
3 - Black Hills
Spruce
2 - Red Pine
5 Colorado
Blue Spruce
6 - Tauton
Yew
30.00 FOOT WIDE PUBLIC DRAINAGE AND
UTILITY EASEMENT TO BE VACATED
(SEE DESCRIPTION ABOVE)
AARRGGOONNNNEE HHIILLLLSS FFIINNAALL PPLLAATT
MMAAYY 2200,, 22001166
PPAAGGEE 22 OOFF 88
AARRGGOONNNNEE HHIILLLLSS FFIINNAALL PPLLAATT
MMAAYY 2200,, 22001166
PPAAGGEE 33 OOFF 88
AARRGGOONNNNEE HHIILLLLSS FFIINNAALL PPLLAATT
MMAAYY 2200,, 22001166
PPAAGGEE 44 OOFF 88
AARRGGOONNNNEE HHIILLLLSS FFIINNAALL PPLLAATT
MMAAYY 2200,, 22001166
PPAAGGEE 55 OOFF 88
AARRGGOONNNNEE HHIILLLLSS FFIINNAALL PPLLAATT
MMAAYY 2200,, 22001166
PPAAGGEE 66 OOFF 88
AARRGGOONNNNEE HHIILLLLSS FFIINNAALL PPLLAATT
MMAAYY 2200,, 22001166
PPAAGGEE 77 OOFF 88
AARRGGOONNNNEE HHIILLLLSS FFIINNAALL PPLLAATT
MMAAYY 2200,, 22001166
PPAAGGEE 88 OOFF 88