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(reserved for recording information)
DEVELOPMENT CONTRACT
(Developer Installed Improvements)
DODD CROSSING
CONTRACT dated ____________________, 2016, by and between the CITY OF LAKEVILLE,
a Minnesota municipal corporation (“City”), and CNC DEVELOPMENT, LLC, a Minnesota limited liability
company (the “Developer”).
1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat
for Dodd Crossing (referred to in this Contract as the "plat"). The land is situated in the County of Dakota,
State of Minnesota, and is legally described on Exhibit A attached hereto.
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,
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
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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
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
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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,
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
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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:
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
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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, 2016, with the exception of the final wear course of asphalt on streets. The final wear
course on streets shall be installed between August 15th and October 15th the first summer after the base
layer of asphalt has been in place one freeze thaw cycle. 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. Final wear course
placement outside of this time frame must have the written approval of the City Engineer.
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
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operations shall be stabilized per the MPCA Stormwater Permit for Construction Activity. Seed shall be in
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 before the City approves individual building permits (except
six (6) model home permits on lots acceptable to the Building Official), 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 on public easements or land owned by the
City. 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 house pads, and all other items listed in City Code Section 10-
3-5.NN. The City will withhold issuance of building permits 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 house footings placed on fill have been monitored and
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constructed to meet or exceed FHA/HUD 79G specifications. The soils observation and testing report,
including referenced development phases and lot descriptions, shall be submitted to the Building Official for
review prior to the issuance of building permits.
Before a building permit is issued, a cash escrow of $1,000.00 per lot shall be furnished to the
City to guarantee compliance with the erosion control and grading requirements and the submittal of an
as-built certificate of survey. Prior to the release of the required individual lot grading and erosion control
security that is submitted with the building permit, an as-built certificate of survey for single family lots must
be submitted to verify that the final as-built grades and elevations of the specific 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 apply the cash escrow toward the cost. Upon satisfactory completion of the grading, erosion control
and as-built survey, the escrow funds, without interest, less any draw made by the City, shall be returned
to the person who deposited the funds with the City.
A certified as-built building pad survey must be submitted and approved for commercial, industrial
or institutional developments prior to issuance of a building permit.
16. CLEAN UP. The Developer shall clean dirt and debris from streets that has resulted from
construction work by the Developer, home builders, 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
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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
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 AREA CHARGE. Development of Dodd Crossing includes construction
of public storm sewer. Storm sewer will be installed within the subdivision to collect and convey
stormwater runoff generated from within the public right-of-way and lots to the public stormwater basins
located within Outlot A.
The construction of 162nd Street necessitates the replacement of existing storm sewer culverts
under the trail just east of Dodd Lane. The Developer shall install equivalently sized arch storm sewer
pipes to convey the upstream off-site generated stormwater runoff under the newly constructed 162nd
Street to the existing drainage channel within Outlot A. The storm sewer design is consistent with City
requirements.
The Trunk Storm Sewer Area Charge has not been collected on the parent parcels, and must be
paid at the time of final plat approval. The Trunk Storm Sewer Area Charge is calculated as follows:
Trunk Storm Sewer Area Charge Area
Gross Area of Dodd Crossing 1,179,909.72 s.f.
Less Area of Outlot A (Stormwater Management Basins) (outside of (-) 105,006.74 s.f.
(the existing City owned property)
Less Area of Dodd Boulevard Right-of-Way
(-) 122,355.68 s.f.
Total = 952,547.30 s.f.
952,547.30 s.f. x $0.178/s.f. = $169,553.42
Net Area of
Dodd Crossing
Area Charge Total Trunk Storm Sewer Area Charge
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The Developer will receive a credit to the Trunk Storm Sewer Area Charge for deeding Outlot A to
the City, less the area of existing City owned property, calculated at $5,500/acre consistent with City
policy. The credit will be applied to the Dodd Crossing final plat cash fees. The credit is calculated as
follows:
2.41 acres x $5,500/acre = $13,255.00
Total Area of Outlot A
Less the area of City Property
Per Acre Credit Total
Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the final
construction plans.
20. SANITARY SEWER AVAILABILITY CHARGE. Development of Dodd Crossing includes
public sanitary sewer construction. Eight inch gravity sanitary sewer will be extended within the subdivision
from an existing sanitary sewer manhole located on the north side of 162nd Street east of the intersection with
Dodd Lane, within Outlot A.
The Sanitary Sewer Availability Charge has not been collected on the parent parcels, and must
be paid at the time of final plat approval. The fee will be based on the current rate in effect at the time of
final plat approval and is calculated as follows:
67 units x $327.00 = $21,909.00
Total Dwelling Units
In Dodd Crossing
Sanitary Sewer Availability Charge
Per Unit
Total Sanitary Sewer
Availability Charge
21. WATERMAIN. Development of Dodd Crossing includes the extension of public watermain.
Eight inch watermain will be extended within the subdivision from the existing watermain that was
stubbed to the 162nd Street right-of-way, within Outlot A, to provide service to the lots. The watermain
system will also connect to the existing twelve inch watermain that was stubbed to Parcel 11 of Dakota
County Right-of-Way Map No. 177 to create a looped system.
22. FUTURE UPGRADE OF DODD BOULEVARD. The cash fee for the future upgrade of
Dodd Boulevard has not been collected on the parent parcels and must be paid at the time of final plat
approval. The fee will be based on the rate in effect at the time of final plat approval, calculated as
follows:
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1427.78 x $107.00 / f.f. = $152,772.46
Front Footage Required
With Dodd Crossing
Future Upgrade Fee
Total Required with
Dodd Crossing
23. CONSTRUCTION ACCESS. Construction traffic access and egress for grading, public
utility construction, and public street construction is restricted to access the subdivision via Dodd Lane at
162nd Street. No construction traffic is permitted through the adjacent existing subdivisions or on the
adjacent local streets.
24. PARK DEDICATION. The Park Dedication requirement has not been collected on the
parent parcels and will be satisfied through a cash contribution that must be paid at the time of final plat
approval. The Park Dedication Fee will be based on the rate in effect at the time of final plat approval,
calculated as follows:
67 lots x $3,781.00 = $253,327.00
Lots in Dodd Crossing Park Dedication Fee Park Dedication Requirement
Development of Dodd Crossing includes the construction of public concrete sidewalks. Five foot
wide concrete sidewalks, with pedestrian curb ramps, must be installed along one side of all local streets,
with the exception of the Estate Court cul-de-sac. The Developer shall also construct a trail connection to
the existing trail located within Parcel 11 of Dakota County Right-of-Way Map No. 177. This existing
bituminous trail traverses between the Dodd Crossing and Dodd Pointe developments and provides a
connection to Dodd Pointe Park. The Developer shall receive a credit to the Park Dedication Fee for the
City’s 3/8th share of the trail construction costs along 162nd Street to provide the connection to the
existing trail. The credit is based on an estimate provided by the Developer’s engineer and will be applied
to the Dodd Crossing final plat cash fees, calculated as follows:
$4,956.00 x 3/8 = $1,858.50
Trail Construction
Estimate along 162nd Street
City’s Share
Total Credit to Developer’s Cash Fees
The City’s Parks, Trails and Open Space Plan identifies a bituminous trail along the north side of
Dodd Boulevard (CSAH 9). The Developer will construct that portion of the trail between Pilot Knob Road
and Elm Creek Lane in conjunction with the development. The Developer will receive a credit to the Park
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Dedication Fee for the City’s 3/8th share of the trail construction costs along Dodd Boulevard. The credit
is based on an estimate provided by the Developer’s engineer and will be applied to the Dodd Crossing
final plat cash fees, calculated as follows:
$13,570.00 x 3/8 = $5,088.75
Trail Construction
Estimate along Dodd Boulevard
City’s Share
Total Credit to Developer’s Cash Fees
The Developer must pay a cash fee for its 5/8th share of the future trail construction costs for that
portion of the trail west of Elm Creek Lane, in accordance with City policy. It is anticipated that that
portion of the trail west of Elm Creek Lane will be constructed in conjunction with the future urbanization
of Dodd Boulevard. The cash escrow, based on an estimate provided by the Developer’s engineer, shall
be paid at the time of final plat approval, calculated as follows:
$21,594.00 x 5/8 = $13,496.25
Future Trail Construction Cost from
Elm Creek Lane to Dodd Lane
(excluding grading and restoration)
Developer’s Cost Share Total
25. TRAFFIC CONTROL SIGNS AND STREET LIGHT OPERATION COSTS. A cash fee for
traffic control signs in the amount of $3,175.00 must be paid at the time of final plat approval, which
includes four stop signs with street blades at $425.00 each, two street blades with arrows at $400.00
each, one 30 mph sign at $225.00, one right turn only sign at $300.00, and a mobilization fee of $150.00.
If the street sign posts are installed during frost conditions, the Developer must pay an additional $150.00
for each street sign post location.
A cash fee for one-year of streetlight operating expenses must also be paid at the time of final
plat approval and is calculated as follows:
67 units x $8.42/unit/qtr. x 4 qtrs. = $2,256.56
Dwelling Units Streetlight Operating Fee Total
26. ENVIRONMENTAL RESOURCES FEE. A cash fee for one-year of environmental
resources expenses must be paid at the time of final plat approval and is calculated as follows:
67 units x $7.75/unit/qtr. x 4 qtrs. = $2,077.00
Dwelling Units Environmental Resources Fee Total
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27. LANDSCAPING. Unless the lot already has two (2) trees on it, the Developer or lot
purchaser shall plant sufficient trees so that there are at least two (2) trees on every lot in the plat, one of
which must be planted in the front yard. Trees that are chosen by the Developer or property owner cannot
cause a public nuisance, such as cotton producing trees, or trees that may become a public hazard due to
insect infestation or weak bark. The minimum deciduous tree size shall be two and one-half (2½) inches
caliper, balled and burlapped. Evergreen trees must be at least eight feet (8’) tall. The trees may not be
planted in the right-of-way. The Developer or lot purchaser shall sod the front yard, boulevard, and side
yards to the rear of the structure on every lot. Weather permitting, the trees, sod, and seed shall be
planted within sixty (60) days after a home has received a certificate of occupancy. Before a building
permit is issued, a cash escrow of $1,000.00 per lot shall be furnished the City to guarantee compliance
with the landscaping requirements. If the landscaping is not completed in a timely manner, the City may
enter the lot, perform the work, and apply the cash escrow toward the cost. Upon satisfactory completion
of the landscaping the escrow funds, without interest, less any draw made by the City, shall be returned
to the person who deposited the funds with the City. All trees shall be warranted to be alive, of good
quality, and disease free for twelve (12) months after planting. Any replacements shall be warranted for
twelve (12) months from the time of planting. The Developer or property owner is responsible for
contacting the City when all the landscaping has been installed to set up an inspection. Fifty percent
(50%) of the security will be released when all the landscaping has been installed and inspected by City
staff and the remaining fifty percent (50%) will be released one year after the landscaping inspection and
any warranty work has been completed.
28. SPECIAL PROVISIONS. The following special provisions shall apply to plat development:
A. Implementation of the recommendations listed in the April 15, 2016, Engineering Report.
B. Before the City signs the final plat, the Developer shall convey Outlot A to the City by warranty
deed, free and clear of any and all encumbrances.
C. The existing buildings, driveways, septic system, fences, and landscaping materials must be
removed and all wells must be abandoned with the development. The existing driveway apron
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along Pilot Knob Road that serves the existing farmstead must also be removed and the
Developer must install a barrier style curb along this segment of Pilot Knob Road. The
Developer must post a $30,000.00 security at the time of final plat approval to ensure that this
work is completed and certified in accordance with all applicable codes and regulations.
D. The Developer must reconstruct that portion of Dodd Lane from 162nd Street to Dodd Boulevard
in conjunction with the development improvements. The City shall apply a $39,797.94 credit to
the final plat cash fees for the costs associated with reconstructing Dodd Lane.
E. The Developer must install Natural Area signs along the rear property lines of Lots 1 through 5,
Block 1, adjacent to the drainage way. The Developer must post a $1,000.00 security to ensure
the installation of the natural Area signs.
F. A $1,000.00 cash escrow must be submitted with the building permit applications for Lots 6-9
Block 1 and Lots 1-17, Block 2 to guarantee installation of the buffer rear yard sod. Lots 1-5,
Block 2 must sod to the edge of the trail along Dodd Boulevard and Lots 6-9, Bock 1 and Lots
6-17, Block 2 must sod to the rear property line.
G. The Developer shall coordinate all grading, utility and street construction with the owner of the
private overhead electric transmission line that extends through the parent parcels. The
Developer is responsible for all requirements as stipulated by the private utility company.
H. 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 $6,800.00 security for the final placement of interior
subdivision iron monuments at property corners. The security was calculated as follows: 68
lots/outlots 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
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for a specific lot have either been found or set prior to the issuance of a building permit for that
lot.
I. 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 $5,100.00.
J. The Developer shall be 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 $16,100.00 and consists of twelve (12) post-top street lights at $1,200.00 each
and one (1) mast-arm street light at $1,700.00 each.
K. 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.
29. 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 $1,653,433.97, plus a cash fee of $42,173.46 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 $ 203,198.00
B. Watermain 206,110.00
C. Storm Sewer 518,364.00
D. Streets 400,110.00
E. Erosion Control, Grading and Grading
Certification, Stormwater Basins** 78,000.00
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SUBTOTAL CONSTRUCTION COSTS $ 1,405,782.00
SUBTOTAL – CONSTRUCTION COSTS REQUIRED $ 1,327,782.00
**The Developer provided the City with a cash security in the amount of $78,000.00 for erosion
control, stormwater basins, restoration, grading and grading certification following City Council
approval of the preliminary plat.
OTHER COSTS:
A. Developer’s Design (6.0%) $ 84,346.92
B. Developer’s Construction Survey (2.5%) 35,144.55
C. City Legal Expenses (Est. 0.5%) 7,028.91
D. City Construction Observation (Est. 7.0%) 98,404.74
E. Developer’s Record Drawings (0.5%) 7,028.91
F. Landscaping 70,320.00
G. Street Lights 16,100.00
H. Remove Existing Buildings and Encroachments 30,000.00
I. Reconstruct Dodd Lane 39,797.94
J. Lot Corners/Iron Monuments 6,800.00
K. Natural Area Signs 1,000.00
SUBTOTAL OTHER COSTS $ 395,971.97
TOTAL PROJECT SECURITIES: $ 1,723,753.97
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
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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.
30. 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. Future Upgrade Fee – Dodd Boulevard $ 152,772.46
B. Future Trail Construction – Dodd Boulevard 13,496.25
C. Park Dedication Fee 253,327.00
D. Sanitary Sewer Availability Charge 21,909.00
E. Trunk Storm Sewer Area Charge 169,553.42
F. Traffic Control Signs 3,175.00
G. Street Light Operating Fee 2,256.56
H. Environmental Resources Fee 2,077.00
I. City Base Map Updating Fee 5,100.00
J. City Engineering Administration 42,173.46 (3% for letters of credit or 3.25% for alternate disbursement)
SUBTOTAL CASH REQUIREMENTS $ 665,840.15
CREDITS TO THE CASH REQUIREMENTS
Outlot A (Deeded to the City) (Trunk Storm Sewer) $ 13,255.00
Dodd Lane Reconstruction (CP 14-02 6550.6280) 39,797.94
City’s Share of Trail Along Dodd Boulevard (Park Dedication) 5,088.75
City’s Share of Trail along 162nd Street (Park Dedication) 1,858.50
SUBTOTAL – CREDITS TO THE CASH REQUIREMENTS $ 60,000.19
TOTAL CASH REQUIREMENTS WITH THE FINAL PLAT $ 605,839.96
31. 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
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
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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.
32. 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
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.
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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.
33. 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.
34. 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.
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, except six (6) model homes on lots acceptable to the
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Building Official. Approval of an administrative permit in compliance with Chapter 27 of the
City’s zoning ordinance is required prior to the construction of any model homes.
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
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
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186716v1
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.
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
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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.
35. 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: CNC Development, LLC, 4555 Erin Drive, Suite 120, Eagan, Minnesota 55122.
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.]
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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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MORTGAGE CONSENT
TO
DEVELOPMENT CONTRACT
KLEINBANK, a Minnesota corporation, which holds a mortgage on the subject property, the
development of which is governed by the foregoing Development Contract, agrees that the Development
Contract shall remain in full force and effect even if it forecloses on its mortgage.
Dated this _____ day of ____________, 2016.
KLEINBANK
By:______________________________________
Its:
STATE OF MINNESOTA )
)ss.
COUNTY OF __________ )
The foregoing instrument was acknowledged before me this _____ day of ________________,
2016, by ___________________________________, the _____________________________ of
KleinBank, a Minnesota corporation, on behalf of said corporation.
________________________________________
NOTARY PUBLIC
DRAFTED BY:
CAMPBELL KNUTSON
Professional Association
Grand Oak Office Center I
860 Blue Gentian Road, Suite 290
Eagan, Minnesota 55121
651-452-5000
AMP/cjh
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EXHIBIT “A”
TO
DEVELOPMENT CONTRACT
Legal Description of Property Being Final Platted as
Dodd Crossing
That part of the Northeast Quarter of the Northeast Quarter, the Northwest Quarter of the Northeast
Quarter and the Southwest Quarter of the Northeast Quarter, Section 2, Township 114, Range 20, Dakota
County, Minnesota, described as follows: Beginning at the Northeast corner of said Section 2; thence
South 01 degrees 11 minutes 40 seconds East, along the East line of said Northeast Quarter of the
Northeast Quarter, a distance of 1219.34 feet to the centerline of Dodd Boulevard according to Dakota
County Road Right of Way Map No. 177; thence South 89 degrees 57 minutes 37 seconds West, along
said centerline of Dodd Boulevard, a distance of 1531.63 feet; thence deflecting on a tangential curve
concave to the Southeast having a radius of 1432.39 feet, a delta angle of 37 degrees 47 minutes 05
seconds and a length of 944.62 feet; thence North 52 degrees 09 minutes 13 seconds East along the
centerline of Old Dodd Boulevard a distance of 2481.25 feet to the north line of said Northeast Quarter of
the Northeast Quarter, thence South 89 degrees 58 minutes 16 seconds East, along said north line, a
distance of 423.39 feet to the point of beginning.
EXCEPTING THEREFROM the following parcel:
That part of the Northeast Quarter of Section 2, Township 114, Range 20, described as follows:
Commencing at the Northeast corner of the Northeast Quarter of said Section 2; thence on an assumed
bearing of South 01 degrees 11 minutes 40 seconds East, along the east line of said Northeast Quarter
a distance of 1159.33 feet, thence South 89 degrees 57 minutes 37 seconds West a distance of 50.01
feet to R/W boundary corner B10 as designated on Dakota County Road Right of Way Map No. 177, said
boundary corner being on the Northerly right of way line of Dodd Boulevard as designated on said right
of way map; thence continuing South 89 degrees 57 minutes 37 seconds West, along said Northerly right
of way line, a distance of 1127.51 feet to the point of beginning of the land to be described; thence
continuing South 89 degrees 57 minutes 37 seconds West, along said northerly right of way line, a
distance of 352.90 feet to R/W corner B9 as designated on said right of way map; thence Westerly along
said Northerly right of way line on a tangential curve concave to the South, having a radius of 1492.39
feet, a central angle of 3 degrees 38 minutes 24 seconds and a distance of 94.81 feet to R/W boundary
corner B8, as designated on said right of way map; thence North 4 degrees 23 minutes 36 seconds
West, not tangent to the last described curve, a distance of 75.14 feet along the Easterly right of way line
of Dodd Lane as designated on said right of way map to R/W boundary corner B7; thence Northerly,
along said Easterly right of way line on a tangential curve concave to the West having a radius of 331.56
feet, central angle of 14 degrees 12 minutes 41 seconds and a distance of 82.24 feet to R/W boundary
corner B6 as designated on said right of way map; thence North 52 degrees 09 minutes 13 seconds
East, not tangent to the last described curve, along the Southeasterly boundary of Parcel10, as
designated on said right of way map, a distance of 150.99 feet; thence South 41 degrees 19 minutes 17
seconds East a distance of 137.92 feet; thence South 61 degrees 28 minutes 18 seconds East a
distance of 295.31 feet to the point of beginning.
and
EXCEPTING THEREFROM the following parcels:
Parcels 5, 6, 7, 9, 10, 12, 13 and 14, as designated on Dakota County Road Right of Way Map No. 177.
AND
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That part of the Northeast Quarter of Section 2, Township 114, Range 20, described as follows:
Commencing at the Northeast corner of the Northeast Quarter of said Section 2; thence on an assumed
bearing of South 01 degrees 11 minutes 40 seconds East, along the east line of said Northeast Quarter
a distance of 1159.33 feet, thence South 89 degrees 57 minutes 37 seconds West a distance of 50.01
feet to R/W boundary corner B10 as designated on Dakota County Road Right of Way Map No. 177, said
boundary corner being on the Northerly right of way line of Dodd Boulevard as designated on said right
of way map; thence continuing South 89 degrees 57 minutes 37 seconds West, along said Northerly right
of way line, a distance of 1127.51 feet to the point of beginning of the land to be described; thence
continuing South 89 degrees 57 minutes 37 seconds West, along said northerly right of way line, a
distance of 352.90 feet to R/W corner B9 as designated on said right of way map; thence Westerly along
said Northerly right of way line on a tangential curve concave to the South, having a radius of 1492.39
feet, a central angle of 3 degrees 38 minutes 24 seconds and a distance of 94.81 feet to R/W boundary
corner B8, as designated on said right of way map; thence North 4 degrees 23 minutes 36 seconds
West, not tangent to the last described curve, a distance of 75.14 feet along the Easterly right of way line
of Dodd Lane as designated on said right of way map to R/W boundary corner B7; thence Northerly,
along said Easterly right of way line on a tangential curve concave to the West having a radius of 331.56
feet, central angle of 14 degrees 12 minutes 41 seconds and a distance of 82.24 feet to R/W boundary
corner B6 as designated on said right of way map; thence North 52 degrees 09 minutes 13 seconds
East, not tangent to the last described curve, along the Southeasterly boundary of Parcel10, as
designated on said right of way map, a distance of 150.99 feet; thence South 41 degrees 19 minutes 17
seconds East a distance of 137.92 feet; thence South 61 degrees 28 minutes 18 seconds East a
distance of 295.31 feet to the point of beginning.
and
Parcels 9 and 10, as designated on Dakota County Road Right of Way Map No. 177, and that part of
Outlot A, Lakeville Substation and of Parcel 14, as designated on Dakota County Road Right of Way
Map No. 177 lying southwesterly of the following described line: Commencing at the most westerly
corner of Parcel 9, said Map No. 177; thence North 52 degrees 09 minutes 13 seconds East along the
northwesterly line of said Parcel 12 a distance of 403.95 feet to the point of beginning of said line to be
described; thence easterly 88.85 feet along a non-tangential curve to the right having a central angle of
28 degrees 16 minutes 53 seconds, a radius of 180.00 feet and a chord bearing of South 84 degrees 49
minutes 47 seconds East to the southeasterly line of said Parcel 14 and there terminating.
(Abstract Property)
2
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±
Dodd Crossing
Final Plat
160 TH ST (CSAH 46)
DODD BLVD (CSAH 9)
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City of LakevilleAerial Map
Dodd CrossingFinal PlatEXHIBIT A
165TH ST
±
Dodd Crossing
Final Plat
EXHIBIT B
City of Lakeville
Location and Zoning Map
Dodd Crossing
Final Plat
Text
160TH ST (CSAH 46)
DODD BLVD (CSAH 9)
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PROJECT NO.
FILE NAME
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LA
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M
c
CONTACT ENGINEER FOR ANY PRIOR HISTORY
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
TITLESHEET
PROJECT
SHEET INDEX
ISSUE / REVISION HISTORY
PROJECT MANAGER REVIEW
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
DEVELOPER
MUNICIPALITY
XX XX.XX.XXXX
9-16-15
BAH15001
13
20
1
5
4555 Erin Drive
EAGAN, MN
TEL (952)898-0230
CIVIL TITLE SHEET
PRELIMINARY PLAT
EXISTING CONDITIONS
EXISTING TREE INVENTORY
SITE PLAN
GRADING PLAN
GRADING PLAN (50 SCALE)
GRADING PLAN (50 SCALE)
GRADING PLAN (50 SCALE)
EROSION CONTROL PLAN
SWPPP NOTES
UTILITY PLAN
LANDSCAPE PLAN
C0.1
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C1.2
C2.1
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I hereby certify that this plan was prepared by me, or under my direct
supervision, and that I am a duly Licensed Professional Engineer under
the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Robert G. Schunicht
License No:Date:
PlatSht
PRELIMINARY
PLAT
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4555 Erin Drive
EAGAN, MN
TEL (952)898-0230
/SHEET NO.
PROJECT NO.
FILE NAME
BY DATE
DATE ISSUE / REVISION REVIEW
LA
N
D
F
O
R
M
c
CONTACT ENGINEER FOR ANY PRIOR HISTORY
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
TITLESHEET
PROJECT
SHEET INDEX
ISSUE / REVISION HISTORY
PROJECT MANAGER REVIEW
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
CNC DEVELOPMENT, LLC
LAKEVILLE, MN
RCH 3.30.16
10-08-15
BAH15001
9
20
1
5
I hereby certify that this plan was prepared by me, or under my direct
supervision, and that I am a duly Licensed Professional Engineer under
the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Randall C. Hedlund
License No:Date:
C301 TO C304BAH15001-GradingShts
GRADING
PLAN
C3.1
2
GENERAL GRADING NOTES
LEGEND
NO SCALE
TYPICAL LOT DETAIL1
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4555 Erin Drive
EAGAN, MN
TEL (952)898-0230
/SHEET NO.
PROJECT NO.
FILE NAME
BY DATE
DATE ISSUE / REVISION REVIEW
LA
N
D
F
O
R
M
c
CONTACT ENGINEER FOR ANY PRIOR HISTORY
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
TITLESHEET
PROJECT
SHEET INDEX
ISSUE / REVISION HISTORY
PROJECT MANAGER REVIEW
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
CNC DEVELOPMENT, LLC
LAKEVILLE, MN
RCH 3.30.16
10-08-15
BAH15001
9
20
1
5
I hereby certify that this plan was prepared by me, or under my direct
supervision, and that I am a duly Licensed Professional Engineer under
the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Randall C. Hedlund
License No:Date:
C301 TO C304BAH15001-GradingShts
GRADING PLAN
(50 SCALE)
C3.2
3
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4555 Erin Drive
EAGAN, MN
TEL (952)898-0230
/SHEET NO.
PROJECT NO.
FILE NAME
BY DATE
DATE ISSUE / REVISION REVIEW
LA
N
D
F
O
R
M
c
CONTACT ENGINEER FOR ANY PRIOR HISTORY
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
TITLESHEET
PROJECT
SHEET INDEX
ISSUE / REVISION HISTORY
PROJECT MANAGER REVIEW
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
CNC DEVELOPMENT, LLC
LAKEVILLE, MN
RCH 3.30.16
10-08-15
BAH15001
9
20
1
5
I hereby certify that this plan was prepared by me, or under my direct
supervision, and that I am a duly Licensed Professional Engineer under
the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Randall C. Hedlund
License No:Date:
C301 TO C304BAH15001-GradingShts
GRADING PLAN
(50 SCALE)
C3.3
4
NORTH
0 50 100
Δ
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4555 Erin Drive
EAGAN, MN
TEL (952)898-0230
/SHEET NO.
PROJECT NO.
FILE NAME
BY DATE
DATE ISSUE / REVISION REVIEW
LA
N
D
F
O
R
M
c
CONTACT ENGINEER FOR ANY PRIOR HISTORY
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
TITLESHEET
PROJECT
SHEET INDEX
ISSUE / REVISION HISTORY
PROJECT MANAGER REVIEW
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
CNC DEVELOPMENT, LLC
LAKEVILLE, MN
RCH 3.30.16
10-08-15
BAH15001
9
20
1
5
I hereby certify that this plan was prepared by me, or under my direct
supervision, and that I am a duly Licensed Professional Engineer under
the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Randall C. Hedlund
License No:Date:
C301 TO C304BAH15001-GradingShts
GRADING PLAN
(50 SCALE)
C3.4
5
NORTH
0 50 100
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4555 Erin Drive
EAGAN, MN
TEL (952)898-0230
/SHEET NO.
PROJECT NO.
FILE NAME
BY DATE
DATE ISSUE / REVISION REVIEW
LA
N
D
F
O
R
M
c
CONTACT ENGINEER FOR ANY PRIOR HISTORY
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
TITLESHEET
PROJECT
SHEET INDEX
ISSUE / REVISION HISTORY
PROJECT MANAGER REVIEW
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
CNC DEVELOPMENT, LLC
LAKEVILLE, MN
RCH 3.30.16
10-08-15
BAH15001
9
20
1
5
I hereby certify that this plan was prepared by me, or under my direct
supervision, and that I am a duly Licensed Professional Engineer under
the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Randall C. Hedlund
License No:Date:
NORTH
0 100 200
GRADING EROSION CONTROL NOTES:
EROSION CONTROL LEGEND
C305BAH001.DWG
EROSION CONTROL
C3.5
6
C
4555 Erin Drive
EAGAN, MN
TEL (952)898-0230
/SHEET NO.
PROJECT NO.
FILE NAME
BY DATE
DATE ISSUE / REVISION REVIEW
LA
N
D
F
O
R
M
c
CONTACT ENGINEER FOR ANY PRIOR HISTORY
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
TITLESHEET
PROJECT
SHEET INDEX
ISSUE / REVISION HISTORY
PROJECT MANAGER REVIEW
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
CNC DEVELOPMENT, LLC
EAGAN, MN
RCH 3.30.16
10-08-15
BAH15001
9
20
1
5
I hereby certify that this plan was prepared by me, or under my direct
supervision, and that I am a duly Licensed Professional Engineer under
the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Randall C. Hedlund
License No:Date:
NORTH
0 100 200
ExcdSht
EXISTING
CONDITIONS
C3.7
8
4555 Erin Drive
EAGAN, MN
TEL (952)898-0230
/SHEET NO.
PROJECT NO.
FILE NAME
BY DATE
DATE ISSUE / REVISION REVIEW
LA
N
D
F
O
R
M
c
CONTACT ENGINEER FOR ANY PRIOR HISTORY
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
TITLESHEET
PROJECT
SHEET INDEX
ISSUE / REVISION HISTORY
PROJECT MANAGER REVIEW
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
CNC DEVELOPMENT, LLC
EAGAN, MN
RCH 3.30.16
10-08-15
BAH15001
9
20
1
5
I hereby certify that this plan was prepared by me, or under my direct
supervision, and that I am a duly Licensed Professional Engineer under
the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Randall C. Hedlund
License No:Date:
ExcdSht
EXISTING
TREE INVENTORY
C3.8
9
C
1+00
2+00
3+00
4+00
5+00
6+
0
0
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0
0
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0
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16
+
0
0
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+
0
0
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+
0
0
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+
0
0
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+
0
0
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+
0
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+
0
0
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24+0
0
25+0
0
26+0
0
27+0
0
28+0
0
29+0
0
30+0
0
31+0
0
32+0
0
32+3
4
0
+
7
0
1
+
0
0
2
+
0
0
3+
0
0
3+
3
1
0+
7
0
1
+
0
0
2+
0
0
3+
0
0
3+
7
0
NORTH
0 100 200
4555 Erin Drive
EAGAN, MN
TEL (952)898-0230
/SHEET NO.
PROJECT NO.
FILE NAME
BY DATE
DATE ISSUE / REVISION REVIEW
LA
N
D
F
O
R
M
c
CONTACT ENGINEER FOR ANY PRIOR HISTORY
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT
VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED
READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT
THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.
TITLESHEET
PROJECT
SHEET INDEX
ISSUE / REVISION HISTORY
PROJECT MANAGER REVIEW
CERTIFICATION
Landform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.
CNC DEVELOPMENT, LLC
LAKEVILLE, MN
RCH 3.30.16
10-08-15
BAH15001
9
20
1
5
I hereby certify that this plan was prepared by me, or under my direct
supervision, and that I am a duly Licensed Professional Engineer under
the laws of the state of MINNESOTA.
Signature shown is a digital reproduction of original. Wet signed copy of
this plan on file at Landform Professional Services, LLC office and is
available upon request.
Randall C. Hedlund
License No:Date:
L201BAH15001.DWG
LANDSCAPE
PLAN
L2.1
13
Dakota County Surveyor’s Office
Western Service Center 14955 Galaxie Avenue Apple Valley, MN 55124
952.891-7087 Fax 952.891-7127 www.co.dakota.mn.us
March 11, 2016
City of Lakeville
20195 Holyoke Avenue
Lakeville, MN 55044
Re: DODD CROSSING
The Dakota County Plat Commission met on March 7, 2016, to consider the final plat of the above referenced
plat. The plat is adjacent to CSAH 31, CSAH 46 and CSAH 9, and is therefore subject to the Dakota County
Contiguous Plat Ordinance.
The plat was revised to exclude the property that will be deeded to the County prior to recording of plat due
to the land transfer/exchange between Dakota County and CNC Development, LLC. On March 22nd, the
County Board should approve the authorization of the land exchange. The plat should show restricted access
along all of CSAH 9, 31 and 46 except for the two openings along CSAH 9 for Elm Creek Lane and Dodd Lane.
A quit claim deed to Dakota County for restricted access is required at the time of recording the plat mylars.
The Plat Commission has approved the final plat provided that the described conditions are met and will
recommend approval to the County Board of Commissioners when the plat is submitted in signed mylar
form. Mylars should be submitted to the County Board within one year of the Plat Commission’s final
approval.
Traffic volumes on CSAH 31 are 30,000 ADT and are anticipated to be 45,000 ADT by the year 2030, traffic
volumes on CSAH 46 are 22,100 ADT and are anticipated to be 35,000 ADT by the year 2030 and traffic
volumes on CSAH 9 are 6,400 ADT and are anticipated to be 16,900 ADT by the year 2030. These traffic
volumes indicate that current Minnesota noise standards for residential units could be exceeded for the
proposed plat. Residential developments along County highways commonly result in noise complaints. In
order for noise levels from the highway to meet acceptable levels for adjacent residential units, substantial
building setbacks, buffer areas, and other noise mitigation elements should be incorporated into this
development.
No work shall commence in the County right of way until a permit is obtained from the County
Transportation Department and no permit will be issued until the plat has been filed with the County
Recorder’s Office. The Plat Commission does not review or approve the actual engineering design of
proposed accesses or other improvements to be made in the right of way. Nothing herein is intended to
restrict or limit Dakota County’s rights with regards to Dakota County rights of way or property. The Plat
Commission highly recommends early contact with the Transportation Department to discuss the permitting
process which reviews the design and may require construction of highway improvements, including, but not
limited to, turn lanes, drainage features, limitations on intersecting street widths, medians, etc. Please
contact Gordon McConnell regarding permitting questions at (952) 891-7115 or Todd Tollefson regarding Plat
Commission or Plat Ordinance questions at (952) 891-7070.
Sincerely,
Todd B. Tollefson
Secretary, Plat Commission
c: Bill Ryan
Randy Hedlund
DODD CROSSING – FINAL PLAT
APRIL 15, 2016
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