HomeMy WebLinkAboutItem 09April 12, 2012 Item No.
APRIL 16, 2012 CITY COUNCIL MEETING
VILLAGE CREEK 4 ADDITION
Proposed Action
Staff recommends adoption of the following motion: Move to approve resolutions approving the
preliminary and final plat of Village Creek 4 Addition and the vacation of public easements.
Adoption of this motion will allow the development of 16 single family lots.
Overview
Meridian Land Company, LLC has submitted applications for the preliminary and final plat of
Village Creek 4 Addition, which proposes 16 single family lots on 4.45 acres of land located west
of Hamburg Avenue on both sides of Hartford Way, and the vacation of existing public roadway,
drainage and utility easements. The original Village Creek development platted this are into
outlots for future development when high pressure water service was extended to the area.
The Planning Commission held a public hearing for the preliminary and final plat and easement
vacation at their March 15, 2012 meeting and unanimously recommended approval. One
neighboring resident spoke at the public hearing regarding impacts of the proposed development
on existing property values. The Parks, Recreation and Natural Resources Committee
recommended approval of the preliminary and final plat at their March 14, 2012 meeting.
Planning and engineering staff also recommend approval.
Primary Issue to Consider
• What improvements are being completed to service the 16 Tots with the appropriate water
pressure?
Supporting Information
• Staff Analysis of Issues
• Resolution approving the Village Creek 4 Addition preliminary and final plat
• Resolution vacating public roadway, drainage and utility easements
• Signed development contract
• Signed trail easement
• March 15, 2012 Planning Commission meeting minutes
• March 14, 2012 Parks, Recreation & Natural Resources Committee meeting minutes
Mach 8 2012 planning and engineering reports
Daryl rey, Plan ' • Director
Allyn K -nnen, A Associate Planner
Financial Impact: $ None Budgeted: Y/N Source:
Related Documents (CIP, ERP, etc.): Zoning and Subdivision ordinances
Notes:
Analysis of Issues
• What improvements are being completed to service the 16 lots with the appropriate water
pressure?
The Village Creek 4th Addition parent parcels are located along the boundary of the high
and low water pressure districts as identified by the City's Comprehensive Water Plan. In
order to serve the Village Creek 4th Addition development with adequate water pressure,
the high pressure system must be extended and looped with the existing system.
The Developer is proposing to bore an eight -inch watermain from the existing trunk
watermain along 202n Street (CSAH 50), south through Aronson Park, and connect to the
existing eight -inch watermain within Hartford Way to connect the two pressure systems.
This proposed watermain layout is in accordance with the City's Comprehensive Water Plan.
2
(Reserved for Dakota County Recording Information)
CITY OF LAKEVILLE
DAKOTA COUNTY, MINNESOTA
RESOLUTION NO.
RESOLUTION APPROVING THE PRELIMINARY AND FINAL PLAT
OF VILLAGE CREEK 4 ADDITION
WHEREAS, the owner of the plat described as Village Creek 4 Addition has
requested preliminary and final plat approval; and
WHEREAS, the preliminary and final plat was reviewed by the Planning
Commission and the Parks, Recreation and Natural Resources Committee; and
WHEREAS, the preliminary and final plat is acceptable to the City.
NOW, THEREFORE, BE IT RESOLVED by the Lakeville City Council:
1. The preliminary and final plat of Village Creek 4 Addition is hereby approved
subject to the developer's execution of the development contract and security
requirements.
2. The Mayor and City Clerk are hereby directed to sign the development
contract and final plat mylars.
3. The City Clerk is directed to file a certified copy of this resolution with the
Dakota County Recorder.
DATED this 16 day of April 2012.
ATTEST:
Charlene Friedges, City Clerk
STATE OF MINNESOTA )
(
CITY OF LAKEVILLE )
CITY OF LAKEVILLE
BY:
Mark Bellows, Mayor
hereby certify that the foregoing Resolution No. is a true and correct copy of
the resolution presented to and adopted by the City Council of the City of Lakeville at a
duly authorized meeting thereof held on the 16 day of April 2012, as shown by the
minutes of said meeting in my possession.
Charlene Friedges, City Clerk
(SEAL)
(Reserved for Dakota County Recording Information)
CITY OF LAKEVILLE
RESOLUTION NO.
RESOLUTION VACATING PUBLIC ROADWAY, DRAINAGE AND UTILITY
EASEMENTS
WHEREAS, the Planning Commission has conducted a public hearing, preceded
by two (2) weeks published notice, to consider the following described easement
vacation, and
WHEREAS, the City Council has determined that it is in the public interest to
approve the easement vacation.
NOW, THEREFORE, BE IT RESOLVED by the Lakeville City Council:
1. The roadway, drainage and utility easements legally described on the
attached Exhibit A, are hereby vacated subject to the recording of the Village
Creek 4 Addition final plat.
2. The City Clerk is directed to file a certified copy of this resolution with the
Dakota County Recorder.
DATED this 16 day of April, 2012.
CITY OF LAKEVILLE
Mark Bellows, Mayor
ATTEST:
Charlene Friedges, City Clerk
STATE OF MINNESOTA )
(
CITY OF LAKEVILLE )
I hereby certify that the foregoing Resolution No. is a true and correct copy of
the resolution presented to and adopted by the City Council of the City of Lakeville at a
duly authorized meeting thereof held on the 16 day of April, 2012, as shown by the
minutes of said meeting in my possession.
Charlene Friedges, City Clerk
(SEAL)
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I PROJECT NO. I
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I REVISIONS I
2/29/12 REV PER CITY COMMENT
I DATE
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VILLAGE CREEK 4TH ADDITION
LAKEVILLE, MINNESOTA
VACATION SKETCH
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DEVELOPMENT CONTRACT
(Developer Installed Improvements)
VILLAGE CREEK 4 TH ADDITION
CONTRACT dated , 2012, by and between the CITY OF LAKEVILLE,
a Minnesota municipal corporation ( "City "), and MERIDIAN LAND HOLDINGS, LLC, a Delaware limited
liability company (the "Developer").
1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat
for Village Creek 4th Addition (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:
Outlots A and B, Village Creek r Addition, 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, fumish 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, remove trees, 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
163195v05 1
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LKVL:VILLAGE CREEK 4"' ADDITION
(Meridian Land Company, LLC)
has been received by the City, and 3) the necessary insurance for the Developer and its construction
contractors has been received by the City. In addition, the City will not issue a permit for more than two
structures until the plat is filed with the office of the Dakota County Recorder or Registrar of Titles.
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.
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, and E 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
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
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SRN:r04 /10/2012 (Meridian Land Company, LLC)
Plan B - Final Grading, Drainage, and Erosion Control Plan
Plan C - Plans and Specifications for Public Improvements
Plan D - Street Lighting Plan
Plan E - 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
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
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.
163195v05 3 LKVL: VILLAGE CREEK 4 TH ADDITION
SRN:r04 /10/2012 (Meridian Land Company, LLC)
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 concemed, 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 505.02, the final placement of iron monuments for all lot
comers 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
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
163195v05 4 LKVL:VILLAGE CREEK 4 111 ADDMON
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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, 2012, 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
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
LKVL:VnLLAGE CREEK 4 ADDITION
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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 provided security 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
one model home permit on a lot 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 comer 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
constructed to meet or exceed FHA/HUD 79G specifications.
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
163195v05 6 LKVL:VILLAGE CREEK 4 ADDITION
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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.
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
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 or providing a cash escrow, 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.
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19. TRUNK STORM SEWER AREA CHARGE. The trunk storm sewer area charge has not
been collected on the parent parcels of Village Creek 4 Addition and must be paid in cash at the time of
final plat approval. The trunk storm sewer area charge is calculated as follows:
193,655 s.f. x $0.167/s.f. = $32,340.39
Gross Area of Village Area Charge
Creek 4 Addition
20. SANITARY SEWER. Development of Village Creek 4 Addition includes the extension of
a public sanitary sewer from an existing 8 -inch sanitary sewer located within Hartford Way to provide
future service for the metes and bounds parcel north of Village Creek 4 Addition. Development of the
Village Creek 4 Addition final plat will be served by existing sanitary sewer services previously installed
as part of the Village Creek 2nd Addition improvements.
The sanitary sewer area charge for the parent parcels of Village Creek 4 Addition were assessed
and paid in 1976 and therefore satisfy the requirements for the Village Creek 4 Addition final plat.
21. WATERMAIN. The Village Creek 4 Addition development will be served by existing water
services previously installed as part of the Village Creek 2nd Addition improvements. The parent parcels of
Village Creek 4 Addition are located along the boundary of the high and low pressure districts as identified
by the City's Comprehensive Water Plan. To serve the Village Creek 4 Addition development with
adequate water pressure, the high pressure system must be extended. The connection of the two systems
will require the installation of a pressure reducing valve (PRV) in the existing vault at the intersection of
Hartford Way and Hamburg Avenue as well as the construction of an additional gate valve at the
intersection of Hartford Way and Hazelwood Trail. The Developer has reached an agreement with the City
to connect the two pressure systems by constructing 8 -inch watermain from the existing trunk watermain
north of 202 Street (CSAH 50) through Aronson Park and connecting to the existing 8 -inch watermain
within Hartford Way via Hampton Avenue. The City will furnish and install the PRV within the existing vault
located near Hamburg Avenue and the additional gate valve at the intersection of Hartford Way and
Hazelwood Trail.
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22. CONSTRUCTION ACCESS. Construction traffic access and egress for grading, public
utility construction, and public street construction shall be from Hartford Way via the northerly junction with
Hamburg Avenue. No construction traffic shall enter the Village Creek 4 Addition development through
the previous Village Creek subdivisions.
23. PARK DEDICATION AND SIDEWALKS. The park dedication fee for the parent parcels of
Village Creek 4 Addition was paid as part of the Village Creek final plat. In consideration for allowing the
Developer to construct the necessary watermain connection through Aronson Park, the Developer has
agreed to pay park dedication compensation in the amount of $50,000.00 with Village Creek 4 Addition.
Development of Village Creek 4 Addition includes the construction of public sidewalks. The
Developer shall construct 5-foot wide concrete sidewalks and pedestrian curb ramps along the west side of
Hampton Avenue. There are existing 5 -foot wide sidewalks on both sides of Hartford Way.
24. TRAFFIC CONTROL SIGNS AND STREETLIGHT OPERATION COSTS. The Developer
shall pay to the City a cash fee of $440.20 for installation of traffic control signs, which consists of four end -
of -road object marker signs and one future street connection sign. If the street posts are installed in frost
conditions, the Developer shall pay an additional $150.00 at each street post location. A cash fee for one -
year of streetlight operating expenses must also be paid at the time of final plat approval calculated as
follows:
16 dwelling units x $7.65/unit/qtr. x 4 qtrs. = $489.60
25. SURFACE WATER MANAGEMENT UTILITY FEE. A cash fee for one -year of surface
water management expenses must be paid at the time of final plat approval calculated as follows:
16 dwelling units x $7.00/unit/qtr. x 4 qtrs. = $448.00
26. 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
bug infestation or weak bark. The minimum deciduous tree size shall be two and one -half (2'/) inches
163195v05 9 LKVL:VILLAGE CREEK 4 Th ADDITION
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caliper, balled and burlapped. Evergreen trees must be at least six feet (6') 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, Tess 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.
27. TREE PRESERVATION. There are no significant trees within the Village Creek 4
Addition final plat.
28. WETLAND MITIGATION. There are no significant wetlands within the Village Creek 4
Addition final plat.
29. SPECIAL PROVISIONS. The following special provisions shall apply to plat development:
A. Implementation of the recommendations listed in the March 8, 2012 (revised April 6, 2012) engineering
report.
B. Implementation of the recommendations of the Parks, Recreation, and Natural Resources Committee.
C. Before the City signs the final plat, the Developer shall furnish the City an appropriately executed Grant
of Permanent Trail Easement for the 2.5 foot wide public trail on both sides of Hampton Avenue.
D. The Developer must install future street extension signs at the north end of Hampton Avenue.
E. All single family homes within Village Creek 4 Addition must comply with the following RS -3, Single
Family District setbacks:
163195v05
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Front Yard:
Rear Yard:
Side Yard (interior):
10
30 feet
30 feet
10 feet
LKVL:VILLAGE CREEK 4' ADDITION
(Meridian Land Company, LLC)
Side Yard (comer): 20 feet
F. 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 comer 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 $1,600.00 security for the final placement of interior subdivision iron monuments
at property comers. The security was calculated as follows: 16 Tots at $100.00 per lot. 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.
G. 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 or outlot for a total charge of $1,200.00.
H. 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
$900.00 and consists of one post top streetlight at the intersection of Hampton Avenue and Hartford
Way.
I. 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. The Developer
shall also submit one complete set of reproducible construction plans on Mylar.
30. 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 $297,730.57 cash escrow ( "security "), plus a
LKVL:VILLAGE CREEK 4' ADDITION
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cash fee of $ 7,602.50 for City engineering administration. The amount of the security was calculated as
follows:
CONSTRUCTION COSTS:
A. Sanitary Sewer $ 24,607.90
B. Watermain 125,740.34
C. Storm Sewer 40,392.76
D. Street Construction 40,725.80
E. Erosion Control & Grading Certification 21,950.00
CONSTRUCTION SUB -TOTAL $ 253,416.80
OTHER COSTS:
A. Developer's Design (6.0 %) $ 15,205.01
B. Developer's Construction Survey (2.5 %) 6,335.42
C. City Legal Expenses (Est. 0.5 %) 1,267.08
D. City Construction Observation (Est. 7.0 %) 17,739.18
E. Developer's Record Drawings (0.5 %) 1,267.08
F. Street Lights 900.00
G. Lot Corners /Iron Monuments 1,600.00
OTHER COSTS SUB -TOTAL $ 44,313.77
TOTAL SECURITIES: $ 297,730.57
This breakdown is for historical reference; it is not a restriction on the use of the escrow ( "security "). The
City may draw down the escrow ( "security"), on five (5) business days written notice to the Developer, for
any violation of the terms of this Contract. If the escrow ( "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 Council approval (within 30 days of receipt of
the reduction request) the escrow ( "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 escrow ( "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
163195v05
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12
LKVL:VILLAGE CREEK e ADDITION
(Meridian Land Company, LLC)
City's standard specifications for utility and street construction outline procedures for escrow ( "security ")
reductions.
31. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash
requirements under this Contract which must be fumished to the City prior to the City Council signing the
final plat:
A. Park Dedication Contribution $ 50,000.00
B. Trunk Storm Sewer Area Charge 32,340.39
C. Traffic Control Signs 440.20
D. Street Light Operating Fee 489.60
E. Surface Water Management Utility Fee 448.00
F. City Base Map Updating 1,200.00
G. City Engineering Administration
(3% for letters of credit/cash escrow or 3.25% for altemate disbursement) 7,602.50
SUBTOTAL - CASH REQUIREMENTS $ 92,520.69
TOTAL CASH REQUIREMENTS $ 92,520.69
32. 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
the maintenance bonds are fumished 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.
33. 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
LKVL: VILLAGE CREEK 4'H ADDITION
163195v05 13
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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.
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.
34. 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
163195v05
SRN:r04 /10/2012
14
LKVL:VILLAGE CREEK 4 ADDITION
(Meridian Land Company, LLC)
(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.
35. 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 one model home on a lot acceptable to the 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.
163195v05
SRN:r04 /10/2012
15
LKVL:VILLAGE CREEK 4 ADDITION
(Meridian Land Company, LLC)
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 public 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 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.
J. 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
LKVL:VILLAGE CREEK 4 ADDITION
163195v05 16
SRN:r04/10/2012 (Meridian Land Company, LLC)
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.
K. 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.
L. 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.
36. 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: 14300 Nicollet Court, Suite 300, Bumsville, Minnesota 55306. 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.]
LKVL:VILLAGE CREEK 4"' ADDrrION
163195v05 17
SRN:r04 /10/2012 (Meridian Land Company, LLC)
(SEAL)
STATE OF MINNESOTA
COUNTY OF DAKOTA
( ss.
CITY OF LAKEVILLE
BY:
Mark Bellows, Mayor
AND
Charlene Friedges, City Clerk
The foregoing instrument was acknowledged before me this day of
2012, by Mark Bellows 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
LKVL:VILLAGE CREEK 4 ADDITION
163195v05 18
SRN:r04 /10/2012 (Meridian Land Company, LLC)
STATE OF MINNESOTA
COUNTY OF DAKOTA
( ss.
DEVELOPER:
MERIDIA tL LAND HOLDINGS, LL
jk \ 1
BY:
Its
Th foregoing nstr brit as acknowledged befor me this
2012, by( x l h A • - ��ie- the L) '. cP
Meridian Land Holdings, LLC, a Delaware limited liability company, on
ROBERTA A. BICE
Notary Public
Minnesota
My Commission Expires January 31, 2014
DRAFTED BY:
CAMPBELL, KNUTSON
Professional Association
317 Eagandale Office Center
1380 Corporate Center Curve
Eagan, MN 55121
Telephone: (651) 452 -5000
RNK:srn
163195v05
SRN:r04 /10/2012
O
NOTARY PUBLIC
19
�L - day o,
behalf of the company.
LKVL:VILLAGE CREEK 4 ADDITION
(Meridian Land Company, LLC)
163212v01
SRN:03 /15/2012
(reserved for recording information)
GRANT OF PERMANENT EASEMENT
FOR PUBLIC TRAIL PURPOSES
MERIDIAN LAND HOLDINGS, LLC, a Delaware limited liability company, hereinafter
referred to as "Grantor", in consideration of One Dollar ($1.00) and other good and valuable
consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby grant
unto the CITY OF LAKEVILLE, a municipal corporation organized under the laws of the State of
Minnesota, the Grantee, hereinafter referred to as the "City", its successors and assigns, forever,
a permanent easement for public trail purposes over, across, on, and through land situated within
the County of Dakota, State of Minnesota, as described on the attached Exhibit "A" and depicted
on the attached easement sketch.
INCLUDING the rights of the City, its contractors, agents, servants, and assigns, to enter
upon the easement premises at all reasonable times to construct, reconstruct, inspect, repair, and
maintain said public trail and systems over, across, on, under, and through the easement
premises, together with the right to grade, level, fill, drain, pave, and excavate the easement
premises, and the further right to remove trees, bushes, undergrowth, and other obstructions
interfering with the location, construction, and maintenance of said public trail systems.
1
LKVL:VILLAGE CREEK 4 T" ADDITION
(Trail Easmt Along Both Sides of Hampton Ave)
The above named Grantor, its successors and assigns, does covenant with the City, its
successors and assigns, that it is well seized in fee title of the easement premises described on
the attached Exhibit "A "; that it has the sole right to grant and convey the easement to the City;
that there are no unrecorded interests in the easement premises; and that it will indemnify and
hold the City harmless for any breach of the foregoing covenants.
IN TESTIMONY WHEREOF, the Grantor hereto has signed this easement this 1
day of \cA R; ,2012.
STATE OF MINNESOTA
COUNTY OF
ROBERTA A. BICE
Notary Public
Minnesota
omrni88ion Expires Janus 31, 2014
THIS INSTRUMENT WAS DRAFTED BY:
CAMPBELL KNUTSON
Professional Association
317 Eagandale Office Center
1380 Corporate Center Curve
Eagan, MN 55121
Telephone: (651) 452 -5000
SRN:ms
163212v01
SRN:03/15/2012
( ss.
GRANTOR:
MERIDIAN LAND HOLD N 1 S. LC
BY:
The foregoing instrument was ac owledged before me this 1 1 1 day of
Rc.i 1 , 2012, by teen k- rM e C0 ,0 the
i r, c( i r of Meridian Land Holdings, LLC, a Delaware limited liability
company, on behalf of the company.
NOTARY PUBLIC
2
Its 'l
LKVL:VILLAGE CREEK 4"' ADDITION
(Trail Easmt Along Both Sides of Hampton Ave)
TRAIL EASEMENT:
A permanent easement for public trail purposes over, across and through the West 2.50 feet of
Lot 4, Block 2, VILLAGE CREEK 4 114 ADDITION, according to the recorded plat thereof,
Dakota County, Minnesota.
AND
A permanent easement for public trail purposes over, across and through the East 2.50 feet of
Lot 4, Block 3, VILLAGE CREEK 4 ADDITION, according to the recorded plat thereof,
Dakota County, Minnesota.
[ABSTRACT PROPERTY]
163212v01
SRN:03 /15/2012
EXHIBIT "A"
to
GRANT OF PERMANENT EASEMENT
3
LKVL:VILLAGE CREEK 4 TH ADDITION
(Trail Easmt Along Both Sides of Hampton Ave)
ITEM 8. VILLAGE CREEK 4 111 ADDITION
Planning Commission Meeting
March 15, 2012
Page 6
Chair Davis opened the public hearing to consider the application of Meridian
Land Company, LLC for the following, located north and south of Hartford Way
and west of Hamburg Avenue:
A. The preliminary and final plat of 16 single- family residential lots to be
known as Village Creek 4th Addition.
B. The vacation of existing public roadway, trailway, drainage and utility
easements.
The Recording Secretary attested that the legal notice had been duly published in
accordance with State Statutes and City Code.
Rick Murray of Meridian Land Holdings, LLC presented an overview of their
request. Mr. Murray indicated that the subject property is Outlots A and B, Village
Creek 2nd Addition. He stated the outlots were not developed with the original
Village Creek plat because of the lack of water pressure. Mr. Murray indicated that
with the extension of an eight inch water line through Aronson Park as proposed
with Village Creek 4th Addition this area can now be served and the lots can be
developed. He added that a ghost plat was prepared with the Village Creek
preliminary plat which showed the future development of 16 single family lots.
This proposal is consistent with the ghost plat except for the relocation of Hampton
Avenue to the west to provide a better road alignment when it is extended to the
north in the future.
Mr. Kuennen presented the planning report indicating the preliminary and final
plat of Village Creek 4th Addition and the requested easement vacation meets all
the requirements and conditions of the Zoning and Subdivision Ordinances.
Mr. Kuennen stated that Planning and Engineering Department staff recommend
approval of the preliminary and final plat and easement vacation, subject to the 6
stipulations listed in the March 8, 2012 planning report.
Chair Davis opened the hearing to the public for comment.
Nick VanGoor, 20576 Harford Way
Mr. VanGoor was concerned about how this development will affect the value of
the current homes in this area.
Planning Commission Meeting
March 15, 2012
Page 7
Chair Davis commented that the value of homes is not regulated by City
Ordinances and is not the purview of the Planning Commission when considering
this preliminary and final plat request.
12.19 Motion was made and seconded to close the public hearing at 6:35 p.m.
Ayes: Reuvers, Grenz, Drotning, Boerschel, Maguire; Lillehei, Davis.
Nays: 0
Chair Davis asked for comments from the Planning Commission.
• Commissioner Grenz requested background information regarding the high
and low pressure water systems. Mr. Johnson explained that the connection
of the high and low pressure water systems will require the installation of a
pressure reducing valve in the existing vault at the intersection of Hartford
Way and Hamburg Avenue as well as the construction of an additional gate
valve at the intersection of Hartford Way and Hazelwood Trail. Mr. Johnson
stated that the developer is eligible for a credit for the pressure reducing
valve improvements along Hamburg Avenue and Hartford Way, but will be
responsible for the remainder of the costs associated with extending the
water service through Aronson Park.
• Commissioner Reuvers requested an explanation of the park dedication fee.
Mr. Morey stated that even though the park dedication for Outlots A and B
was paid with the Village Creek final plat, in consideration for allowing the
developer to construct the necessary watermain connection through
Aronson Park, the developer has agreed to pay park dedication
compensation in the amount of $50,000.
• Because the subject property and the surrounding areas are zoned RS -3,
Single Family Residential District, the new homes should be consistent with
the homes that were built in the previous additions of the Village Creek
development. In addition, Village Creek 4th Addition is consistent with the
ghost plat that was included with the original Village Creek development.
The City allows the market to determine house values provided the houses
meet the performance standards of the Zoning Ordinance.
• Chair Davis confirmed that the 20 foot easement proposed along the west
side of Lot 1, Block 3 is the location of the proposed sanitary sewer line
serving the Village Creek 4th Addition development.
• The existing homes in the Village Creek development will not be affected by
the proposed new water service and will continue to be serviced with their
current water system.
• If the current residents on Hamburg Avenue decide they want City water
extended to their properties, the proposed water main will provide a looped
system to accommodate these future water services.
12.20 Motion was made and seconded to recommend to City Council approval of the
preliminary and final plat of 16 single - family residential lots to be known as Village
Creek 4th Addition, and the vacation of existing public roadway, trailway, drainage
and utility easements, subject to the following 6 stipulations:
1. The recommendations outlined in the March 8, 2012 engineering report.
2. The recommendations of the Parks, Recreation and Natural Resources
Committee.
3. A five -foot wide concrete sidewalk must be constructed at the developer's
expense on the west side of Hampton Avenue.
4. A trail easement agreement must be provided for the 2.5 foot wide trail
easement on both sides of Hampton Avenue.
5. A barricade must be installed by the developer at the north end of Hampton
Avenue.
6. All single- family homes must comply with the following RS-3, Single Family
Residential District setbacks:
Front Yard: 30 feet
Rear Yard: 30 feet
Side Yard (interior): 10 feet
Side Yard (corner): 20 feet
Ayes: Grenz, Drotning, Boerschel, Maguire, Lillehei, Davis, Reuvers.
Nays: 0
ITEM 9. ELECTION OF PLANNING COMMISSION OFFICERS
12.21 Motion was made and seconded to nominate Commissioner Brooks Lillehei to the
office of Chair for the year 2012, and to nominate Commissioner Bob Boerschel to
the office of Vice Chair for the year 2012, and to close nominations.
Ayes: Drotning, Boerschel, Maguire, Lillehei, Davis, Reuvers, Grenz.
Nays: 0
Planning Commission Meeting
March 15, 2012
Page 8
Chair Davis thanked staff and the members of the Planning Commission for all
their efforts during his time as the Chair.
The next Planning Commission meeting is scheduled for April 5, 2012.
There being no further business, the meeting was adjourned at 6:45 p.m.
Respectfully submitted,
CITY OF LAKEVILLE
PARKS, RECREATION & NATURAL RESOURCES COMMITTEE
Meeting Minutes for March 14, 2012
M 1 Call to order
Mee' ' , was called to order at 6:00 p.m.
ITEM 2 Roll call of members
Present: ,tt Dinslage, Judy Hayes, Scott Kelly, Jeanne Peterson, Bob Swan, Jerry Zell
Absent: To oodwin, Howard Lovelace
Staff Present: Parks : ecreation Director Steve Michaud, Environmental Resources Manager
Mac Caffe Recording Secretary Patty Ruedy
ITEM 3 Approval of Fe ary 15, 2012 meeting minutes
The Parks, Recreation & Natural Re . rces Committee meeting minutes were approved as presented.
ITEM 4 Citizen comments
There were no citizens present.
DRAFT
ITEM 5 Staff Report
• Staff gave an update on the Kenrick Avenue Trail. Sta - working with WSB to advance funding for
the $1,000,000 federal grant from 2014 to construction in 2 2. Staff will be presenting the proposal
to Council at their March 26 work session. • SAC charges for the . eritage Center have been reduced.
Fundraising continues.
ITEM 6 Parks, Trails & Open Space Plan update
Liz Stockman from The Planning Company reviewed progress on the P- System Plan and
highlighted changes in population projections that will be addressed. Staff gave - overview of what
will need to be included in this plan, including the need for athletic fields.
ITEM 7 Park dedication fee draft review
Staff gave an update on Lakeville's Park Dedication fee. Staff will be meeting with an appra -r in
ITEM 8 Village Creek 4th Addition preliminary and final plat
Meridian Land Holding has submitted a preliminary and final plat named Village Creek 4th Addition.
The subdivision is located in the southeast corner of Aronson Park. The plat consists of 16 single - family
lots on 4.5 acres of land. Park dedication requirements were satisfied in the original Village Creek
Addition with the dedication of several acres for Village Creek Park. The lots in question were not
developed due to the lack of an available high water pressure system. These lots are located on the
top of a large hill, reducing the opportunity for necessary water pressure. The developer is proposing
to provide a high water pressure line through Aronson Park from 202n Street to the project site for a
$50,000 fee which will be used for improvements that have been long- delayed within Aronson Park.
Examples include: Boring water to the Aronson Park building and getting off the existing well system,
designing and installing additional parking and share - costing final dugout roof installation on Fields #5-
8. Staff is working with Brauer & Associates on preliminary designs and will bring it to the Parks
Committee later in the year.
Parks, Recreation & Natural Resources Committee Meeting Minutes, March 14, 2012 Page 2
(12.04) Motion made by Hayes, seconded by Zell to recommend City Council consider approval
of Village Creek 4 Addition preliminary and final plat. For the right to allow the developer to bore the
proposed water line through Aronson Park, the developer will be responsible for the following:
• The developer will pay the City $50,000 for the right to bore through the park.
• The developer will be responsible for avoiding all playing fields during the boring process.
• The developer will be responsible for 100% restoration associated with the boring project.
The developer is required to follow other recommendations outlined in the Planning and Engineering
reports as they pertain to this plat. The developer is also required to follow the natural resources
requirement detailed in the Planning and Engineering reports associated with tree preservation,
grading, drainage, and erosion control and further recommendations by the Dakota County Soil and
Water Conservation District, if applicable.
Ayes -6 Nays -0
• &
• Orch
replace
Shrub Sale information has been posted on the City website.
Lake restroom facilities have been removed due to maintenance issues. They will be
th portable restrooms.
ITEM 10 Ne usiness
There were no items to ''scuss.
ITEM 11 Announceme
Next Parks, Recreation & Natural ; ources Committee meeting, April 4.
ITEM 12 Adjourn
Meeting adjourned at 7:06 p.m.
Respectfully submitted, ATTEST:
Patty Ruedy, Recording Secretary Scott Kelly, Chair
Memorandum
Item No.
To: Planning Commission ��
From: Allyn Kuennen, AICP4
Associate Planner ITvv��/�
Date: March 8, 2012
Subject: Packet Material for the March 15, 2012 Planning Commission
Meeting.
Agenda Item: Village Creek 4th Addition Preliminary and Final Plat and Easement
Vacation.
Application Deadline: June 12, 2012
BACKGROUND INFORMATION:
City of Lakeville
Planning Department
Meridian Land Company, LLC has submitted preliminary and final plat applications for
Village Creek 4th Addition, which proposes the development of 16 single family lots on
4.45 acres of land located south of Aronson Park, west of Hamburg Avenue and
adjacent to Hartford Way. The applicant is also requesting the vacation of existing
public trailway, walkway and drainage and utility easements. The original Village Creek
development platted this area into Outlots A and B and included a ghost plat for the 16
single family homes. The area was reserved for future development until high pressure
water service was extended to the area. The Village Creek 4th Addition preliminary and
final plat and easement vacation plans have been distributed to the Engineering
Department and to the Parks, Recreational and Natural Resources Committee for their
review and comment.
The following exhibits are attached for your review:
Exhibit A — Location & Zoning Map
Exhibit B — Preliminary Plat
Exhibit C — Final Plat
Exhibit D — Certificate of Survey and Existing Conditions
Exhibit E — Easement Vacation Sketch
Exhibit F — Grading, Drainage & Erosion Control Plan
Exhibit G — Grading & Utility Plan
1
Direction
Land Use Plan
Zoning Map
Existing Use
North
Low Density Residential
& Parks
RS -3, Single Family &
P /OS, Parks & Open
Space
Undeveloped &
Aronson Park
South
Low Density Residential
RM -1, Medium Density
Residential
Attached
Townhomes
West
Low Density Residential
RS -3, Single Family
Single Family Homes
East
Low Density Residential
RS -3, Single Family
Single Family Homes
Project Analysis:
Existing Conditions. The property was previously rough graded and platted into
Outlots A and B with Village Creek 2nd Addition.
Comprehensive Plan. The 2008 Comprehensive Land Use Plan guides this area to be
developed as low- density residential development. The proposed use and the density
are consistent with District 7 recommendations of the Comprehensive Land Use Plan.
Zoning. The site is zoned RS -3, Single Family Residential District which is consistent
with the Comprehensive Land Use Plan. The RS -3 District allows the property to be
developed into the single - family lots as proposed.
Surrounding Land Uses. The table below identifies planned and existing uses
adjacent to the proposed development:
Premature Subdivision Criteria. A preliminary and /or final plat may be deemed
premature if any of the criteria listed in Chapter 10 -2 -4 -1 of the Subdivision Ordinance
exist. Five criteria pertain to a lack of adequate drainage, water, streets, sanitary sewer,
and public service capacity (schools, police, fire protection). The other pertinent criteria
pertain to inconsistencies with the City Comprehensive Land Use and Capital
Improvement Plans. Staff review of the Village Creek 4th Addition preliminary and final
plat against these criteria finds that it is not a premature subdivision.
Density. The gross area of the preliminary plat is 4.45 acres with a gross density of 3.6
units per acre. The net developable area of the preliminary plat, excluding right -of -way,
is 4.28 acres with a net density of 3.74 units per acre.
Phasing. Village Creek 4th Addition will be developed in one phase including 16 single
family lots as shown on the final plat plans.
Blocks. Section 10 -4 -1 of the Subdivision Ordinance requires blocks to be at least 400
feet in length, but no longer than 1,325 feet. All blocks within the preliminary and final
plat meet the requirements of the Subdivision Ordinance.
Lot Area. Single family lots within the RS -3 District are required to provide a minimum
area of 11,000 square feet for interior lots and 12,500 square feet for corner lots. The
area of the 16 lots to be preliminary and final platted meet the minimum lot area
requirements.
2
Yard
Front
Side Interior
Side Corner
Rear
Setback
30'
10'
20'
30'
Lot Width. The minimum lot width for single - family lots within the RS -3 District is 85
feet for interior lots and 100 feet for corner lots. All interior and corner lots within the
preliminary and final plat meet the minimum lot width requirements.
Outlots. No outlots are proposed with the Village Creek 4th Addition preliminary and
final plat.
Setbacks. Setback requirements for single family lots in the RS -3 District are outlined
below:
The building pads shown on the preliminary plat meet the minimum setback
requirements listed above.
Landscape Plan. The development is adjacent to Hartford Way and Hamburg Avenue
which are both classified as Minor Collectors and do not require the installation of
buffer yard screening or landscaping. However, two trees per lot is still required to be
installed by the home builder and an escrow submitted with the building permit.
Access. Access to the 16 Tots being platted will be from existing Hartford Way. The
final plat includes the construction of a portion of Hampton Avenue to the north plat
boundary line. Hampton Avenue is to be extended to the north to connect with 202
Street (CSAH 50), whenever the property to the north develops.
Streets & Right -of -Way. Hartford Way is an existing roadway previously constructed
as part of the Village Creek subdivision improvements. It is designed as a 32 -foot wide
local roadway within a 60 -foot wide right -of -way.
The plat also includes the construction of a portion of Hampton Avenue which is
designed as a 32 foot wide local roadway. The developer will dedicate the required 55
foot wide right -of -way with a 2.5 foot wide trail easement on both sides as shown on the
preliminary plat for Hampton Avenue. The construction of Hampton Avenue from
Hartford Way to the north plat boundary line will be completed by the developer as part
of the Village Creek 4th Addition development and must include a future street
extension sign at the north end of Hampton Avenue.
Sidewalks. The preliminary plat indicates the installation of a five foot wide concrete
sidewalk on the west side of Hampton Avenue to the north plat boundary line to be
completed by the developer at their cost. Hartford Way previously had five foot wide
sidewalks constructed on both sides when Village Creek was developed.
Trails. No trail construction is required or proposed with the Village Creek 4th Addition
plat.
3
Park Dedication. The park dedication fees for Outlots A & B, Village Creek 2nd
Addition were satisfied as part of the Village Creek plat. In consideration for allowing
the developer to construct the necessary watermain connection through Aronson Park,
the developer has agreed to pay an additional park dedication compensation in the
amount of $50,000.
Grading, Drainage and Erosion Control. The preliminary and final plat includes
grading, drainage, erosion control and utility plans. The Engineering Department
reviewed the grading, drainage and erosion control plans and their comments are
included in their March 8, 2012 report. The Engineering Department recommends
approval of the preliminary and final plat.
Wetlands. Their are no wetlands within the Village Creek 4th Addition Plat.
Tree Preservation. There are no significant trees within the Village Creek 4th Addition
Plat.
Easements. The preliminary and final plat illustrates perimeter easements for all
single - family lots as required by Section 10 -4 -4.A of the Subdivision Ordinance. In
addition the preliminary and final plat includes the vacation of public roadway, trail and
drainage and utility easements that were previously established for a future roadway
connection from Hartford Way through the Village Creek 4th Addition plat by a previous
developer. The current developer has proposed a revised roadway location and will be
dedicating new right -of -way and easements as shown on the final plat.
Overhead Utilities. No overhead utilities exist within the Village Creek 4th Addition
plat.
RECOMMENDATION:
The preliminary and final plat plans comply with the provisions of the Zoning Ordinance,
Subdivision Ordinance and Comprehensive Plan. Staff recommends approval of the
Village Creek 4th Addition preliminary and final plat and easement vacation subject to
the following stipulations:
1. The recommendations outlined in the March 8, 2012 Engineering Report.
2. The recommendations of the Parks Recreation and Natural Resources Committee.
3. A five -foot wide concrete sidewalk must be constructed at the developer's expense
on the west side of Hampton Avenue.
4. A trail easement agreement must be provided for the 2.5 foot wide trail easement on
both sides of Hampton Avenue.
5. A barricade must be installed by the developer at the north end of Hampton Avenue.
6. All single - family homes must comply with the following RS -3, Single Family District
setbacks:
Front Yard:
Rear Yard:
Side Yard (interior):
Side Yard (corner):
4
30 feet
30 feet
10 feet
20 feet
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Location & Zoning Map
Village Creek Fourth Addition
Preliminary and Final Plat
and Easement Vacation
Exhibit A
RS-3,
Residential
Single Family
1,6
I PROJECT NO, I
22700 -20
I CAD FILE I
22700 -20pp
I REVISIONS I
2/29/12 REV PER CITY POMMENT
I DATE
12/7/11
I DRAWN BY I
SHP
VILLAGE CREEK 4TH ADDITION
PRELIMINARY PLAT
FOR
MERIDIAN LAND HOLDINGS, LLC
14300 NICOLLET COURT, SUITE 300, BURNSVILLE, MN 55306
A
'\ James R. Hill, Inc.
PLANNERS / ENGINEERS / SURVEYORS
2500 W CTY Ro 42, SuTE 120, BURILSNLLE, MN 55337
PHONE: (952)890-6044 FAX: (952)890-6244
rq - 2/29/2012 02 47PM
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I PROJECT NO. I
22700 - 20
I CAD FILE I
22700 -20EX
II 2/29/12 REV PER OTY COMMENT I
I REVISIONS I
I DATE
4/13/11
I DRAWN BY I
SHP
VILLAGE CREEK 4TH ADDITION
LAKEVILLE, MINNESOTA
EXISTING CONDITIONS
FOR
MERIDIAN LAND HOLDINGS, LLC
14300 NICOLLET COURT, SUITE 300, BURNSVILLE, MN 55306
_
James R. Hill, Inc
PLANNERS / ENGINEERS / SURVEYORS
2500 W CTY Ra 42, Su1E 120, Bufl1SMLE, MN 55337
PHONE: (952)890-6044 FAX (952)890-6244
,v❑ - 2/29/7012 07 431
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I PROJECT NO. I
22700 - 20
I CAO FILE I
22700 -20vac
I REVISIONS I
2/29/12 REV PER CITY COMMENT
I DATE
12/7/11
I DRAWN BY I
SHP
VILLAGE CREEK 4TH ADDITION
MINNESOTA
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14300 NICOLLET COURT, SUITE 300, BURNSVILLE, MN 55306
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EROSION & SEDIMENT CONTROL DETAILS Ergre M , ' ot 1OW5 °r the ' PLANNERS / ENGINEERS / SURVEYORS
FOR K PT D e A CE P E
MERIDIAN LAND HOLDINGS, LLC _ _ __ _ _ MAI& / // 2500 W Cn RD 42, am 120, Bu isii E MN 55337
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FOR 2500 W Cry Ro 42, Su1E 120, BueNSHUe MN 55337
MERIDIAN LAND HOLDINGS, LLC - /
14300 NICOLLET COURT, SUITE 300, BURNSVILLE, MN 55306 Date i zv!lLey No 24676
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LAKE MLLE, MINNESOTA
prepared by under my
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CO RD 50 RERUN CONNECTION & HAMPTON AVENUE <°te ° t.
FOR h RT D e A CE P E
MERIDIAN LAND HOLDINGS LLC 2500 W CTY RD. 42, Suiit 120, BURNSMLLE MN 55337
14300 NICOLLET COURT, SUITE 300, BURNSVILLE, MN 55308 Dote l e No 24676 PHONE: (952)890 -6044 FAX (952)890 -6244
1 4.3 1
I PROJECT NO. I
22700 - 20
I CAD FILE I
22700 -20SS
1 2/29/12 REV PER CITY C0MMENT '
I REVISIONS I
2/10/12 REV WATERMAIN
I DATE
12/7/11
I DRAWN BY I
CJK
VILLAGE CREEK 4TH ADDITION
LAKE VI MINNESOTA
SANITARY SEWER & WATERMAIN CONSTRUCTION
SANITARY SEWER CONNECTION & HARTFORD WAY
FOR
MERIDIAN LAND HOLDINGS, LLC
14300 NICOLLET COURT, SUITE 300, BURNSVILLE, MN 55306
c
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avert duly supervision a and ha I e
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PLANNERS / ENGINEERS / SURVEYORS
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PHONE: (952)890 -6044 FAX: (952)890-6244
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FOR LLC RT D a 4 CE P E
MERIDIAN LAND HOLDINGS, LLC _
\ /1 2500 W Cry RD 42, Sulu 120, BURNSNLLE, MN 55337
14300 NICOLLET COURT, SUITE 300, BURNSVILLE, MN 55306 Date 1 ___ ey 24S7e � PHONE (952)890 -6044 FAX (952)890 -6244
' 6.1 I
I PROJECT NO. I
22700 -20
I CAD FILE
22700 -20PUC
1 2/29/12 REV PER CITY COMMENT '
I REVISIONS I
x/10/12 REV WATERMAIN
I DATE
12/7/11
I DRAWN BY I
CJK
VILLAGE CREEK 4TH ADDITION
LAKE MLLE, MINNESOTA
PUBLIC UTILITY COORDINATE PLAN
FOR LLC
MERIDIAN LAND HOLDINGS, T
14300 NICOLLET COURT, SUITE 300, BURNSVILLE, MN 55306
prepared by m that this plan ,
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Memorandum
To: Allyn Kuennen, Associate Planner
From: Mark DuChene, Development/Design Engineer IVt '
McKenzie L. Cafferty, Environmental Resources Manager
Copy: Dennis Feller, Finance Director
Gene Abbott, Building Official
Date: March 8, 2012 REVISED April 6, 2012
Subject: Village Creek 4th Addition
• Preliminary Plat
• Easement Vacation
• Final Plat
• Grading & Erosion Control Plan
• Utility Plan
BACKGROUND
City of Lakeville
Engineering
Meridian Land Holdings, LLC, has concurrently submitted a preliminary and final plat
named Village Creek 4 Addition. The parent parcels consist of Outlots A & B,
Village Creek 2 Addition. The proposed residential subdivision is located abutting
Village Creek 3 Addition to the south, Village Creek 2nd Addition to the west,
McNearney and Larson Subdivision and Aronson Park to the north and Hamburg
Avenue to the east. The parent parcels are zoned RS -3, Single Family Residential
District.
The preliminary and final plat consists of 16 single - family lots on 4.45 acres.
Development of the site includes the extension of public sanitary sewer, watermain,
storm sewer and the construction of local streets and sidewalks.
The proposed subdivision will be completed by:
Developer: Meridian Land Holdings, LLC
Engineer /Surveyor: James R. Hill, Inc.
VILLAGE CREEK 4TH ADDITION
MARCH 8 2012 (REVISED APRIL 6, 2012)
PAGE 2 OF 8
EASEMENT VACATION
The Village Creek 4th Addition preliminary and final plat includes public roadway, trail
and drainage and utility easements previously established via recorded easement
Document Nos. 2180068 & 2180070 that will be vacated. The easements to be
vacated were established in anticipation of a future roadway connection from
Hartford Way to the vacant metes and bounds parcel north of and adjacent to
Village Creek 4 Addition by a previous developer. The current developer has
proposed a revised roadway location and will be dedicating new right -of -way as
shown on the final plat.
SITE CONDITIONS
Village Creek 4 Addition is located on land with rolling terrain generally sloping
from the east to west. Outlots A & B, Village Creek 2nd Addition were mass graded
as part of the Village Creek 2 Addition improvements.
STREET AND SUBDIVISION LAYOUT
Entrance into the Village Creek 4 Addition development will be from Hartford Way
on the south.
Hartford Way
Hartford Way is an existing roadway previously constructed as part of the Village
Creek subdivision improvements. It is designed as a 32 -foot wide local roadway
within a 60 -foot wide right -of -way.
Hampton Avenue
Hampton Avenue is designed as a 32 -foot wide local roadway within a 55 -foot wide
right -of -way with 2.5 -foot trail easements to be dedicated under separate
documents on either side of the right -of -way to provide a total roadway and trail
right -of- way /easement width of 60 -feet. Hampton Avenue will be constructed from
the intersection of Hartford Way to the north 130 -ft with the Village Creek 4th
Addition final plat improvements. A "Future Street Extension" sign must be placed
at the north end of Hampton Avenue until the street is extended in the future.
The City reserves the right to increase the street sections at the time of construction
based upon site conditions.
CONSTRUCTION ACCESS
Construction traffic access and egress for grading, utility and street construction
shall be from Hartford Way via the northerly junction with Hamburg Avenue. No
construction traffic shall enter Village Creek 4th Addition through the previous
Village Creek subdivisions.
VILLAGE CREEK 4TH ADDITION
MARCH 8 2012 (REVISED APRIL 6, 2012)
PAGE 3 OF 8
PARKS AND TRAILS
Development of Village Creek 4th Addition includes the construction of public
sidewalks. The Developer shall construct 5 -foot wide concrete sidewalks and
pedestrian curb ramps along the west side of Hampton Avenue. Hartford Way has
existing 5 -foot wide sidewalks constructed on both sides with previous
developments.
The Park Dedication Fee for Outlots A & B, Village Creek 2nd Addition was paid as
part of the Village Creek plat. In consideration for allowing the Developer to
construct the necessary watermain connection through Aronson Park, the Developer
has agreed to pay park dedication compensation in the amount of $50,000.00.
UTILITIES
SANITARY SEWER
Village Creek 4th Addition is located within subdistricts SC -10620 of the South Creek
sanitary sewer district as identified in the City's Comprehensive Sanitary Sewer Plan.
Wastewater will be conveyed via existing trunk sanitary sewer to the MCES
Lakeville /Farmington Interceptor and continue to the Empire Wastewater Treatment
Facility. The city -owned downstream facilities have sufficient capacity to serve the
proposed residential subdivision.
Development of Village Creek 4th Addition includes the extension of a public sanitary
sewer from an existing 8 -inch sanitary sewer located within Hartford Way to provide
future service for the metes and bounds parcel north of Village Creek 4th Addition.
Development of the Village Creek 4th Addition final plat will be served by existing
sanitary sewer services previously installed as part of the Village Creek 2nd Addition
improvements.
The proposed sanitary sewer layout is in accordance with the City's Comprehensive
Sanitary Sewer Plan. Final locations and sizes of all sanitary sewer will be reviewed
by City Staff with the final construction plans.
The sanitary sewer area charge for the parent parcels Outlots A & B, Village Creek
2 Addition were assessed and paid in 1976 and therefore satisfy the requirements
for the Village Creek 4th Addition Final Plat.
WATERMAIN
The Village Creek 4th Addition parent parcels are located along the boundary of the
high and low pressure districts as identified by the City's Comprehensive Water Plan.
In order to serve the Village Creek 4th Addition development with adequate water
VILLAGE CREEK 4TH ADDITION
MARCH 8 2012 (REVISED APRIL 6, 2012)
PAGE 4 OF 8
pressure, the high pressure system must be extended. The connection of the two
systems will require the installation of a pressure reducing valve (PRV) in the
existing vault at the intersection of Hartford Way and Hamburg Avenue as well as
the construction of an additional gate valve at the intersection of Hartford Way and
Hazelwood Trail. The City will furnish and install the PRV within the existing vault
located near Hamburg Avenue and the additional gate valve at the intersection of
Hartford Way and Hazelwood Trail.
The Developer has reached agreement with the City to connect the two pressure
systems by constructing 8 -inch watermain from the existing trunk watermain north
of 202 Street (CSAH 50) through Aronson Park and connecting to the existing 8-
inch watermain within Hartford Way via Hampton Avenue.
Development of the Village Creek 4th Addition final plat will be served by existing
water services previously installed as part of the Village Creek 2nd Addition
improvements.
The proposed watermain layout is in accordance with the City's Comprehensive
Water Plan. Final locations and sizes of all sanitary sewer and watermain facilities
will be reviewed by City Staff with the final construction plans.
DRAINAGE AND GRADING
Village Creek 4th Addition is located within the South Creek drainage district as
identified in the City's Water Resources Management Plan. The proposed
development sits predominantly within subdistricts SC -45 & SC -46.
Runoff generated from the lots within the Village Creek 4th Addition final plat will be
conveyed via existing storm sewer and directed to storm sewer treatment facilities
previously designed and constructed to accommodate the runoff in conjunction with
the Village Creek subdivisions.
The final grading plan must identify all fill lots in which the building footings will be
placed on fill material. The grading specifications must also indicate that all
embankments meet FHA /HUD 79g specifications. The Developer must certify to the
City that all lots with footings placed on fill material are appropriately constructed.
A National Pollution Discharge Elimination System General Stormwater Permit for
construction activity is required from the Minnesota Pollution Control Agency for
areas exceeding one acre being disturbed by grading. A copy of the Notice of
Stormwater Permit Coverage must be submitted to the City upon receipt from the
MPCA.
VILLAGE CREEK 4TH ADDITION
MARCH 8 2012 (REVISED APRIL. 6, 2012)
PAGE 5 OF 8
STORM SEWER
Storm water runoff from the public right -of -way and Tots constructed with the Village
Creek 4th Addition final plat will be conveyed via existing storm sewer and directed
to storm sewer treatment facilities previously designed and constructed to
accommodate the runoff in conjunction with the Village Creek subdivisions.
Final storm sewer locations and sizes will be reviewed by City Staff with the final
construction plans. Draintile construction is required in areas of non - granular soils
within Village Creek 4th Addition for the street sub -cuts and lots. Drain tile service
connections are required on all lots of the Village Creek 4th Addition plat as shown
on the plans. Any additional draintile construction, including perimeter draintile
required for building footings, which is deemed necessary during construction, shall
be the Developer's responsibility to install and finance.
The Trunk Storm Sewer Area Charge has not been collected on the parent parcels
and shall be paid in cash at the time of final plat approval. The Trunk Storm Sewer
Area Charge is calculated as follows:
EROSION CONTROL
193,655 s.f. x $0.167/s.f. = $32,340.39
Gross Area of Village Area Charge Total
Creek 4th Addition
An erosion control plan has been submitted and includes the following:
• A single gravel construction entrance is indicated on the erosion control
notes.
• A seed /mulch specification that meets City requirements.
• All 3:1 slopes seeded and stabilized with fiber blanket.
• The site will be re- vegetated within 48 hours of rough and final grade.
• Phased construction to minimize soil Toss.
• Ditch checks are shown in all swales.
• Inlet protection is included in the plans. Wimco Road Drain or equivalent will
be used on all street catch basins and Royal Infra -safe or equivalent will be
used for all rear lot catch basins.
• The NPDES requirements are included in the plan set.
VILLAGE CREEK 4TH ADDITION
MARCH 8 2012 (REVISED APRIL 6, 2012)
PAGE 6 OF 8
Additional erosion control measures may be required during construction as deemed
necessary by City staff or the Dakota County Soil and Water Conservation District.
Additional measures shall be installed and maintained by the developer. The streets
must be cleared of debris at the end of each day. Street sweeping must be done
weekly or more often as needed. All streets must be maintained to provide safe
driving conditions. Heavy -duty silt fence must be installed and maintained along all
wetland boundaries.
SECURITIES
The developer shall provide a Letter of Credit as security for the developer - installed
improvements relating to Village Creek 4th Addition. The construction costs are
based upon the actual low bid from the Developer's Contractor, submitted by the
Developer on April 3, 2012.
CONSTRUCTION COSTS
Sanitary Sewer $ 24,607.90
Watermain 125,740.34
Storm Sewer 40,392.76
Street Construction 40,725.80
Erosion Control and Grading Certification 21,950.00
SUBTOTAL - CONSTRUCTION COSTS $253,416.80
OTHER COSTS
Developer's Design (6.0 %) $15,205.01
Developer's Construction Survey (2.5 %) 6,335.42
City's Legal Expense (0.5 %) 1,267.08
City Construction Observation (7.0 %) 17,739.18
Developer's Record Drawing (0.5 %) 1,267.08
Lot Corners 1,600.00
Streetlights $900.00
SUBTOTAL - OTHER COSTS $44,313.77
TOTAL PROJECT SECURITIES $297,730.57
The Developer shall post a security to insure the final placement of iron monuments
at property corners with the final plat. The security is $100.00 per lot and outlot for
a total of $1,600.00. The City shall hold this security until the Developer's Land
Surveyor certifies that all irons have been placed following site grading, street and
utility construction.
The streetlight security totals $900.00, which consists of one post top streetlight at
the intersection of Hampton Avenue and Hartford Way.
VILLAGE CREEK 4TH ADDITION
MARCH 8 2012 (REVISED APRIL 6, 2012)
PAGE 7 OF 8
CASH FEES
The cash fee for traffic control signs is $440.20, which consists of four end -of -road
object marker signs and one future street connection sign. If the street posts are
installed in frost conditions, the Developer shall pay an additional $150.00 at each
street post location.
A cash fee for one -year of streetlight operating expenses shall be paid at the time of
final plat approval and is calculated as follows:
16 units
Dwelling Units
x $7.65 /unit /qtr.
Streetlight Operating Fee
A cash fee for one -year of surface water management expenses shall be paid at the
time of final plat approval and is calculated as follows:
16 units
Dwelling Units
x $7.00 /unit /qtr.
Surface Water Management Fee
A cash fee for the preparation of record construction drawings and for upgrading the
City base map shall be paid at the time of final plat approval and is calculated as
follows:
16 units
No. of lots and Outlots
x 4 qtrs.
x 4 qtrs.
CASH REQUIREMENTS
Park Dedication Contribution
Trunk Storm Sewer Area Charge
Streetlight Operating Fee
Surface Water Management Fee
Street Signs
City Base Map Updating Fee
City Engineering Administration (3.00 %)
TOTAL — CASH REQUIREMENTS
= $489.60
Total
= $448.00
Total
x $75.00 /unit = $1,200.00
City Base Map Updating Fee Total
The Developer shall submit the final plat and construction drawings in an electronic
format. The electronic format shall be either a .dwg file (AutoCAD) or a .dxf file.
The Developer shall also pay a cash fee for City Engineering Administration. The
Developer has elected to provide a Letter of Credit as security for the Developer -
installed improvements. The fee for City Engineering Administration will be based
on three percent (3.00 %) of the estimated construction cost, or $7,602.50.
$50,000.00
32,340.39
489.60
448.00
440.20
1,200.00
7,602.50
$92,520.69
VILLAGE CREEK 4TH ADDITION
MARCH 8 2012 (REVISED APRIL 6, 2012)
PAGE 8 OF 8
RECOMMENDATION
Engineering recommends approval of the preliminary plat, final plat, easement
vacation, grading and erosion control plan, and utility plan for Village Creek 4th
Addition, subject to the comments within this report.