HomeMy WebLinkAboutItem 06.k
(Reserved for Dakota County Recording Information )
CITY OF LAKEVILLE
DAKOTA COUNTY, MINNESOTA
RESOLUTION NO. __________
RESOLUTION APPROVING THE PRELIMINARY AND FINAL PLAT
FOR SONNET
WHEREAS, the owner of the plat described as Sonnet has requested
preliminary and final plat approval; and
WHEREAS, the preliminary and final was reviewed by the Planning Commission
and the Parks, Recreation and Natural Resources Committee; and
WHEREAS, the preliminary and final plat are acceptable to the City.
NOW, THEREFORE, BE IT RESOLVED by the Lakeville City Council:
1. The preliminary and final plat for Sonnet is hereby approved subject to the
development contract and security requirements.
2. The Mayor and City Clerk are hereby directed to sign the final plat mylars.
3. The City Clerk is directed to file a certified copy of this resolution with the
Dakota County Recorder.
APPROVED AND ADOPTED this 15th day of June, 2015.
CITY OF LAKEVILLE
BY: _____________________
Matt Little, 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 15th day of June 2015, as shown by the
minutes of said meeting in my possession.
________________________
Charlene Friedges, City Clerk
(SEAL)
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(reserved for recording information)
DEVELOPMENT CONTRACT
(Developer Installed Improvements)
SONNET
CONTRACT dated ____________________, 2015, by and between the CITY OF LAKEVILLE,
a Minnesota municipal corporation (“City”), and THOMPSON PARTNERS, LLC, a Minnesota limited
liability company (the “Developer”).
1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat
for SONNET (referred to in this Contract as the "plat"). The land is situated in the County of Dakota, State
of Minnesota, and is legally described as:
Outlot G, Donnelly Farm Addition, Dakota County, Minnesota.
2. CONDITIONS OF PLAT APPROVAL. The City hereby approves the plat on condition that
the Developer enter into this Contract, furnish the security required by it, and record the plat with the
County Recorder or Registrar of Titles within 100 days after the City Council approves the final plat.
3. RIGHT TO PROCEED. Within the plat or land to be platted, the Developer may not grade
or otherwise disturb the earth, 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
has been received by the City, and 3) the necessary insurance for the Developer and its construction
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contractors has been received by the City. In addition, the City will not issue a permit for more than one
structure 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. 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, 2015, 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 final establishment of ground cover, 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 all other items listed in City Code
Section 10-3-5.NN. The City will withhold issuance of a Certificate of Occupancy until the approved
certified grading plan is on file with the City and all erosion control measures are in place as determined by
the City Engineer.
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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, 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,
unless specified in the Stormwater Management Agreement, shall become City property without further
notice or action.
18. CITY ENGINEERING ADMINISTRATION AND CONSTRUCTION OBSERVATION. The
Developer shall pay a fee for in-house engineering administration. City engineering administration will
include monitoring of construction observation, consultation with Developer and its engineer on status or
problems regarding the project, coordination for final inspection and acceptance, project monitoring during
the warranty period, and processing of requests for reduction in security. Fees for this service shall be
three percent (3%) of construction costs identified in the Summary of Security Requirements if using a
letter of credit, assuming normal construction and project scheduling. The Developer shall pay for
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 Sonnet includes the construction of
private storm sewer systems. Storm sewer will be installed within the site to collect and convey runoff
generated from the site. The private storm sewer systems will connect to public storm sewer within
Idealic Avenue.
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The Trunk Storm Sewer Area Charge has not been collected on the parent parcel and will be
collected with the Sonnet final plat. The Trunk Storm Sewer Area Charge is calculated as follows:
61,531 s.f. x $0.250/s.f. = $15,382.75
Net Area of Sonnet Area Charge Total
The Developer will post a $1,000.00 security at the time of final plat approval to ensure the
connection to the existing storm sewer system.
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. The existing sanitary sewer service was
extended to the subject property as part of the Donnelly Farm Addition improvements. The Developer
shall connect to the existing service stub and extend service to the building.
The Sanitary Sewer Availability Charge has been collected on the parent parcel.
21. WATERMAIN. Development of Sonnet includes the connection to an existing eight inch
watermain service installed with Donnelly Farm Addition improvements. The Developer shall connect to
the existing service stub and extend service to the building.
The Development must post a $1,000.00 security at the time of final plat approval to ensure the
connection to the existing Water and Sanitary Service stubs.
Final locations and sizes of all sanitary sewer and watermain facilities will be reviewed by City
staff with the final construction plans.
22. CONSTRUCTION ACCESS. Construction traffic access and egress for grading, public
utility construction and site construction is restricted to access the subdivision via the new driveway access
on Idealic Avenue via Itea Way and Dodd Boulevard (CSAH 9). No construction traffic is permitted
through the private road network in Heritage Commons or on the adjacent local streets.
23. PARK DEDICATION. The Park Dedication requirement was satisfied on the parent
parcel with land dedication with the Donnelly Farm plat. No further Park Dedication is required.
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The Developer shall extend the public eight foot wide sidewalk from its current terminus on Idealic
Avenue to the south plat boundary, connecting to the existing sidewalk located on private property in
Heritage Commons 3rd Addition. The Developer must obtain a Temporary Easement from the owner of
Heritage Commons in order to access their property to connect to the sidewalk. The Developer must post
a $1,000.00 security at the time of final plat approval to ensure the acquisition of access rights to the
Heritage Commons property.
24. STREETLIGHT OPERATION COSTS. The Developer shall pay to the City at the time of
final plat approval a cash fee for one year of streetlight operating expenses at the time of final plat approval
calculated as follows:
503.38 f.f. x $0.2277/f.f./qtr. x 4 qtrs. = $458.48
Idealic Avenue Frontage Streetlight Operating Fee Total
25. SURFACE WATER MANAGEMENT UTILITY FEE. The Developer shall pay to the City at
the time of final plat approval a cash fee for one year of surface water management expenses calculated
as follows:
1.41 acres X 4.2 REU x $7.00/unit/qtr. x 4 qtrs. x 32.1/42.0 = $126.73
Area of Lot 1, Block 1 Residential Equivalent
Utility Factor
Surface Water Management Fee % impervious
ratio
Total
26. LANDSCAPING. Landscaping shall be installed in accordance with the approved
landscape plan. The Developer shall post a $12,487.00 landscaping security at the time of final
plat approval to ensure that the landscaping is installed in accordance with the approved plan.
27. TREE PRESERVATION. The tree preservation plan shows a total of 15 significant trees
within the subject property. The plan proposes to save all trees. The Developer shall post a $1,000.00
security for preservation of trees.
28. SPECIAL PROVISIONS. The following special provisions shall apply to plat development:
A. Implementation of the recommendations listed in the May 28, 2015, Engineering Report.
B. The Developer must construct two driveways to provide access to the school and daycare
facility from Idealic Avenue. The driveways must include pedestrian curb ramps in the public
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sidewalk. The Developer must post a $4,000.00 security to ensure the construction of the
pedestrian curb ramps.
C. The Developer must remove the existing fence that encroaches on the south property line of the
subject property. The Developer must post a $1,000.00 security at the time of final plat approval
to ensure the removal of the encroaching fence.
D. Snow storage must not occupy any required parking spaces and must be trucked off-site, if
necessary to meet this requirement.
E. The development will have two access points from Idealic Avenue. The northern access must
be signed as “One Way - Enter Only” and the southern access will be signed as “Do No Enter -
Exit Only.”
F. A separate sign permit must be issued for any and all signs prior to being erected on-site or
placed on the building.
G. Prior to City Council approval of the final plat, the Developer shall furnish a boundary survey of
the proposed property to be platted with all property corner monumentation in place and marked
with lath and a flag. Any encroachments on or adjacent to the property shall be noted on the
survey. The Developer shall post a $100.00 security for the final placement of interior
subdivision iron monuments at property corners. The security was calculated as follows: one
(1) 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 for a specific lot have either been found or set prior to the issuance of a building permit
for that lot.
H. 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 for a total charge of $75.00.
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.,
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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.
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 $51,702.00, plus a cash fee of $930.00 for City
engineering administration. If an alternate security is furnished, the Developer shall also furnish a letter of
credit for twenty-five percent (25%) of the alternate security amount to cover any contract increases. The
amount of the security was calculated as follows:
CONSTRUCTION COSTS:
A. Sidewalk Construction $ 5,000.00
B. Public Pedestrian Curb Ramps 4,000.00
C. Driveway/Street Construction 10,000.00
D. Connection to Storm Sewer System 1,000.00
E. Connection to Water and Sanitary Sewer Service 1,000.00
E. Erosion Control, Stormwater and Infiltration Basins, 10,000.00
Restoration, Grading and Grading Certification
CONSTRUCTION SUB-TOTAL $ 31,000.00
OTHER COSTS:
A. Developer’s Design (6.0%) $ 1,860.00
B. Developer’s Construction Survey (2.5%) 775.00
C. City Legal Expenses (Est. 0.5%) 155.00
D. City Construction Observation (Est. 7.0%) 2,170.00
E. Developer’s Record Drawings (0.5%) 155.00
F. Remove Fence Encroachment 1,000.00
G. Temporary Easement to Heritage Commons 1,000.00
H. Tree Preservation 1,000.00
I. Landscaping 12,487.00
J. Lot Corners/Iron Monuments 100.00
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OTHER COSTS SUB-TOTAL $ 20,702.00
TOTAL SECURITIES: $ 51,702.00
This breakdown is for historical reference; it is not a restriction on the use of the security. The bank shall be
subject to the approval of the City Administrator. The City may draw down the security, on five (5) business
days written notice to the Developer, for any violation of the terms of this Contract or without notice if the
security is allowed to lapse prior to the end of the required term. If the required public improvements are not
completed at least thirty (30) days prior to the expiration of the security, the City may also draw it down
without notice. If the security is drawn down, the proceeds shall be used to cure the default. Upon receipt of
proof satisfactory to the City that work has been completed and financial obligations to the City have been
satisfied, with City approval the security may be reduced from time to time by ninety percent (90%) of the
financial obligations that have been satisfied. Ten percent (10%) of the amounts certified by the
Developer's engineer shall be retained as security until all improvements have been completed, all financial
obligations to the City satisfied, the required "as constructed" plans have been received by the City, a
warranty security is provided, and the public improvements are accepted by the City Council. The City’s
standard specifications for utility and street construction outline procedures for security reductions.
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. Trunk Storm Sewer Area Charge $ 15,382.75
B. Streetlight Operating Fee 458.48
C. Surface Water Management Fee 126.73
D. City Base Map Updating 75.00
E. City Engineering Administration 930.00 (3% for letters of credit or 3.25% for alternate disbursement)
TOTAL CASH REQUIREMENTS $ 16,972.96
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
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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 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.
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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.
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.
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D. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for
any reason held invalid, such decision shall not affect the validity of the remaining portion of this
Contract.
E. 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.
F. 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.
G. 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.
H. 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
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damage shall be not less than $200,000 for each occurrence; or a combination single limit
policy of $1,000,000 or more. The City shall be named as an additional insured on the policy on
a primary and noncontributory basis, and the Developer and contractor shall file with the City a
certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that
the City must be given ten (10) days advance written notice of the cancellation of the insurance.
The Developer must provide a Certificate of Insurance which meets the following requirements:
1. The Description section of the Accord form needs to read “City of Lakeville is named as
Additional Insured with respect to the General Liability and Auto Liability policies on a
Primary and Non-Contributory Basis.” Each policy shall provide 30 days notice of
cancellation to City of Lakeville.
2. Certificate Holder must be City of Lakeville.
3. Provide copy of policy endorsement showing City of Lakeville named as Additional Insured
on a Primary and Non-Contributory Basis.
I. 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.
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 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.
17
182036v1 Sonnet
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.
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: 13141 Hannover Court, Apple Valley, Minnesota 55124. 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.]
18
182036v1 Sonnet
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 ______________,
2015, 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
1
182047v1
STORMWATER MANAGEMENT/
BEST MANAGEMENT PRACTICE
FACILITIES AND EASEMENT AGREEMENT
City of Lakeville
THIS AGREEMENT, made and entered into this ___ day of ____________, 2015, by
and between Thompson Partners, LLC, a Minnesota limited liability company, hereinafter called
the "Landowner", and the City of Lakeville, Minnesota, hereinafter called the "City".
RECITALS
WHEREAS, the Landowner is the owner of certain real property located in Dakota
County, Minnesota legally described in Exhibit A attached hereto ("Property"); and
WHEREAS, the Landowner is proceeding to build on and develop the Property; and
WHEREAS, the Site Plan/Subdivision Plan known as Sonnet, hereinafter called the
"Plan", which is expressly made a part hereof, as approved or to be approved by the City,
provides for detention/retention of stormwater within the confines of the Property; and
WHEREAS, the City and the Landowner, its successors and assigns, including any
property owners’ association, agree that the health, safety, and welfare of the residents of the
City of Lakeville, Minnesota, require that on-site stormwater management/BMP facilities be
constructed and maintained on the Property; and
WHEREAS, the City requires that on-site stormwater management/BMP facilities
(“Stormwater Facilities”) as shown on the Plan be constructed and adequately maintained by the
Landowner, its successors and assigns, including any property owners’ association; and
WHEREAS, the Landowner shall grant to the City an easement for access, drainage and
utility over a portion of the Property (the “Easement Area”) legally described on Exhibit B
attached hereto to comply with work required under the terms of this Agreement.
NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants
contained herein, and the following terms and conditions, the parties hereto agree as follows:
1. The Stormwater Facilities shall be constructed by the Landowner, its successors
and assigns, in accordance with the plans and specifications identified in the Plan.
2. The Landowner, its successors and assigns, including any property owners’
association, shall adequately maintain the Stormwater Facilities in accordance with their
Stormwater Maintenance Plan and the City engineering standards for stormwater treatment
facilities attached hereto as Exhibit C. This includes all pipes, channels, and other conveyances
built to convey stormwater to the facility, as well as all structures, improvements, and vegetation
provided to control the quantity and quality of the stormwater. Adequate maintenance is herein
defined as good working condition so that these facilities are performing their design functions.
2
182047v1
3. The Landowner, its successors and assigns, shall inspect the Stormwater Facilities
and submit an inspection report annually and shall be responsible for the payment of any
associated costs. The purpose of the inspection is to assure safe and proper functioning of the
facilities. The inspection shall cover the entire facilities, berms, outlet structure, pond areas,
access roads, buffers, etc. Deficiencies shall be noted in the inspection report. A storage
treatment basin will be considered inadequate if it is not compliant with all requirements of the
approved Plan and City engineering standards set forth in Exhibit C.
4. The Landowner, its successors and assigns, hereby grants permission to the City,
its authorized agents and employees, to enter upon the Property and to inspect the stormwater
management/BMP facilities whenever the City deems necessary. The City shall provide the
Landowner, its successors and assigns, copies of the inspection findings and a directive to
commence with the repairs if necessary (“Inspection Report”).
5. In the event the Landowner, its successors and assigns, fails to maintain the
Stormwater Facilities in good working condition acceptable to the City and such failure
continues for 60 days after the City gives the Landowner written notice of such failure, the City
may enter upon the Property and take whatever steps necessary, including excavation and the
storage of materials and equipment, to correct deficiencies identified in the Inspection Report.
The City's notice shall specifically state which maintenance tasks are to be performed. The City
may charge the costs, including assessing the City’s costs to the landowner’s property taxes of
such repairs, to the Landowner, its successors and assigns. This provision shall not be construed
to allow the City to erect any structure of permanent nature on the land of the Landowner outside
of the Easement Area for the Stormwater Facilities. It is expressly understood and agreed that the
City is under no obligation to routinely maintain or repair said Stormwater Facilities, and in no
event shall this Agreement be construed to impose any such obligation on the City. In addition,
Landowner agrees that it is, and will be, solely responsible to address complaints and legal
claims brought by any third party with regard to the maintenance and operation and the
consequences there from the Stormwater Facilities. The Landowner expressly agrees to defend
and hold the City harmless from any such third-party claim.
6. Landowner hereby grants to the City, its successors and assigns, a permanent non-
exclusive easement for the purpose of accessing and maintaining the Stormwater Facilities
pursuant to the terms of this Agreement over, on, across, under and through the Easement Area.
The easement shall include the rights, but not the obligation, of the City, its contractors, agents,
servants, and assigns, to enter upon the Easement to construct, reconstruct, inspect, repair, and
maintain said private Stormwater Facilities together with the right to grade, level, fill, drain,
pave, and excavate the Easement Area, and the further right to remove trees, bushes,
undergrowth, and other obstructions interfering with the location, construction, and maintenance
of said private Stormwater Facilities systems.
7. The Landowner, its successors and assigns, will perform the work necessary to
keep these Stormwater Facilities in good working order as appropriate. In the event a
maintenance schedule for the Stormwater Facilities (including sediment removal) is outlined on
the approved plans, the schedule will be followed and comply with all federal, state, and local
regulations relating to the disposal of material.
3
182047v1
8. In the event the City, pursuant to this Agreement, performs work of any
nature, or expends any funds in performance of said work for labor, use of equipment,
supplies, materials, and the like, the Landowner, its successors and assigns, shall reimburse
the City upon demand, within thirty (30) days of receipt thereof for all actual costs
incurred by the City hereunder.
9. This Agreement imposes no liability of any kind whatsoever on the City. The
Landowner hereby agrees to indemnify and hold harmless the City and its agents and employees
against any and all claims, demands, losses, damages, and expenses (including reasonable
attorneys' fees) arising out of or resulting from the Landowner or the Landowner’s agents or
employee's negligent or intentional acts, or any violation of any safety law, regulation or code in
the performance of this Agreement, without regard to any inspection or review made or not made
by the City, its agents or employees or failure by the City, its agents or employees to take any
other prudent precautions. In the event the City, upon the failure of the Landowner to comply
with any conditions of this Agreement, performs said conditions pursuant to its authority in this
Agreement, the Landowner shall indemnify and hold harmless the City, its employees, agents
and representatives for its own negligent acts in the performance of the Landowner’s required
work under this Agreement, but this indemnification shall not extend to intentional or grossly
negligent acts.
10. This Agreement shall be recorded among the land records of Dakota County,
Minnesota, and shall constitute a covenant running with the land, and shall be binding on the
Landowner, its administrators, executors, assigns, heirs and any other successors in interests,
including any property owners’ association.
(remainder of page intentionally left blank)
(signature pages to follow)
5
182047v1
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
______________, 2015, 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
6
182047v1
EXHIBIT A
Legal Description of Property
Lot 1, Block 1, Sonnet, according to the recorded plat thereof, Dakota County,
Minnesota.
Abstract Property
7
182047v1
EXHIBIT B
Legal Description of Easement Area
A permanent easement for access, drainage and utility purposes over, under and across
the westerly 35 feet of Lot 1, Block 1, Sonnet and the westerly 100 feet of the southerly 30 feet
of Lot 1, Block 1, Sonnet, according to the recorded plat thereof, Dakota County, Minnesota.
8
182047v1
EXHIBIT C
CITY OF LAKEVILLE
ENGINEERING STANDARDS FOR STORM WATER
TREATMENT FACILITIES
Pond Maintenance Requirements
1. Annual inspection, maintenance reporting and certification by a professional engineer
(Provided by Owner). Information must be submitted to the City annually.
2. Excavate pond to original design capacity when one half (1/2) of the wet volume of the
pond is lost due to sediment deposition.
3. Remove floatable debris in and around the pond area including, but not limited to: oils,
gases, debris and other pollutants.
4. Maintain landscape adjacent to the facility per original design, including but not limited
to: maintenance of the buffer strip and other plant materials as per original plan design.
5. Maintenance of all erosion control measures including but not limited to: rip rap storm
sewer outlets, catch basin inlets, etc.
Infiltration/Rain Garden Maintenance Requirements
1. Inlet and Overflow Spillway – Remove any sediment build-up or blockage and correct
any erosion.
2. Vegetation
a. Maintain at least 80% surface area coverage of plants approved per plan.
b. Removal of invasive plants and undesirable woody vegetation.
c. Removal of dried, dead and diseased vegetation.
d. Re-mulch void or disturbed/exposed areas.
3. Annual inspection and maintenance efforts must be documented and submitted to the
City.
Planning Commission Meeting Minutes, June 4, 2015 Page 3
6. Sonnet
Chair Swenson opened the public hearing to consider the application of Jason Witt,
representing Thompson Partners LLC, for the following: A. Preliminary and final plat
of one commercial lot to be known as Sonnet; and B. Conditional Use Permit to
allow a daycare facility as a principal use and impervious surface area greater than
25% in the Shoreland Overlay District.
Jason Witt from Witt Construction, representing Thompson Partners, presented a
brief overview of the request. He indicated that this will be the second Montessori
school they have built. Their first one is in Prior Lake.
Associate Planner Kris Jenson presented the planning report. Ms. Jenson stated
that plans have been submitted for the preliminary and final plat of Sonnet that
consists of one lot which is proposed for the development of a Montessori school. A
conditional use permit (CUP) is required for a daycare facility as a principal use and
for impervious surface area greater than 25% in the Shoreland Overlay District.
Ms. Jenson stated that the site was previously platted as an outlot with the Donnelly
Farm Addition in 2004. It is currently undeveloped. The proposed lot area and width
meet the requirements of the C-3 District.
Ms. Jenson indicated that the proposed site is located on the southwest side of
Idealic Avenue, which is a public street that ends in a cul-de-sac adjacent to the site.
A private street within the Heritage Commons commercial development connects at
the south end of the cul-de-sac, providing a connection between Heritage Commons
and the Donnelly Farm neighborhood. There is an eight-foot wide concrete sidewalk
on the southwest side of Idealic Avenue that ends at the cul-de-sac bubble. The
development of Sonnet will extend the sidewalk around the cul-de-sac bubble and
connect with the sidewalk on the west side of the private drive within Heritage
Commons. Ms. Jenson indicated that an easement from Heritage Commons LLC
will be required to permit the installation of the sidewalk connection between the two
parcels.
Ms. Jenson stated that park dedication was satisfied with the Donnelly Farm
Addition so no additional park dedication is required. The Parks, Recreation and
Natural Resources Committee reviewed the preliminary and final plat at their June 3,
2015 meeting and their draft minutes were distributed at tonight’s meeting.
Ms. Jenson reviewed the site plan/conditional use permit including site access, off
street parking, loading, landscaping, setbacks, building height, exterior materials,
trash enclosure, and signs. The south side of the building will include a four-foot tall
vinyl coated chain-link fence enclosing the play space for the children at the center.
An exterior gate will be located on the west side of the fence. Access is primarily
gained through the building.
Planning Commission Meeting Minutes, June 4, 2015 Page 4
Ms. Jenson stated that staff recommends approval of the Sonnet preliminary and
final plat and CUP, subject to the 7 stipulations listed in the May 28, 2015 planning
report.
Chair Swenson opened the hearing to the public for comment.
There were no comments from the audience.
Motion was made by Maguire, seconded by Drotning to close the public
hearing at 6:18 p.m.
Ayes: Maguire, Swenson, Reuvers, Kaluza, Drotning, Lillehei, Einck
Nays: 0
Chair Swenson asked for comments from the Planning Commission. Discussion
points included:
Commissioner Maguire asked about the temporary easement documents and
when they will be drafted. Ms. Jenson indicated that the temporary easement
needed for the construction of the sidewalk connection in Heritage Commons
will be drafted prior to the sidewalk being constructed.
Motion was made by Drotning, seconded by Maguire to recommend to City
Council approval of the Sonnet Preliminary and Final plat of one commercial lot and
a Conditional Use Permit to allow a daycare facility as a principal use and
impervious surface area greater than 25% in the Shoreland Overlay District , subject
to the following stipulations:
1. The recommendations listed in the May 28, 2015 engineering report.
2. The recommendations of the Parks, Recreation and Natural Resources
Committee.
3. The Sonnet Montessori School site shall be developed in accordance with the
plans approved by the City Council.
4. A $12,487 security is required to guarantee installation of the approved
landscaping.
5. Signs as shown on the plans are illustrative only. All signs must comply with the
requirements of Chapter 23 of the Zoning Ordinance. A sign permit must be
issued prior to any signs being placed or erected on site.
6. Exterior lighting must comply with the requirements of Section 11-16-17 of the
Zoning Ordinance.
7. A temporary easement must be obtained from the property owner to the south to
permit the grading and construction of the sidewalk connection on the west side
of Idealic Avenue.
Ayes: Swenson, Reuvers, Kaluza, Drotning, Lillehei, Einck, Maguire
Nays: 0
2
3
4
5
±
DO
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B
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(
C
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City of LakevilleAerial Map
Sonnet
Preliminary/Final Plat
Conditional Use PermitEXHIBIT A
ITEA AVE
IDEALIC AVE
I B E R I S
A V E
CUB
FOODS
PROPOSED
SONNET
SITE
SOUTHCREEK
PUD PUD
PUD
PUD
P/OS
P/OS
C-3
C-3
O-R
RS-2
RM-1
C-1
RM-1
P/OS
ITEA AVE.
IDEAL WAY
ITEAAVE
ITEA WAY
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IDEALIC AVE
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EXHIBIT B
City of LakevilleLocation and Zoning Map
SonnetPreliminary/Final PlatCUP
SonnetMontessori
Tr
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ADDITION
FARMDONNELLY
OUTLOT G
OUTLOT E
OUTLOT F
Found 1/2"
Iron Pipe
Set 1/2"x24"
Iron Pipe
Set 1/2"x24"
Iron Pipe
Found 1/2"
Iron Pipe
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Iron Pipe
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Iron Pipe
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inv=973.5
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Know what's
R
GRADING,
DRAINAGE, UTILITY,
AND EROSION
CONTROL PLAN
LAKEVILLE, MN
SONNET
MONTESSORI
SHEET NO:
DATE:
DRAWN BY:
CHECKED BY:
SCALE:
APPROVED BY:
PROJECT NO.:
REG. NO.:DATE:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT 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.
DESCRIPTION:
INFORMATION:
REVISIONDATE
Engineering, PLLC.
CONSULTING CIVIL ENGINEERS
10830 NESBITT AVENUE SOUTH
BLOOMINGTON, MINNESOTA 55437
(952) 881-3344 TELEPHONE
(952) 881-1913 FAX
www.sundecivil.com
11/3/14 ORIGINAL PLAN DATE
1/27/15 OWNER REVIEW COMMENTS
2/16/15 WATER SERVICE SIZE
4/22/15 CITY COMMENTS
5/20/15 CITY COMMENTS
11/3/14 40425
C1
1of3
MK
MK
11/3/14
GRAPHIC
MK
14-568
Mike R. Kettler
Drawn
Checked
Date
Job Number
Sheet
Revisions
1436
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PARKING REQUIREMENTS
1 PARKING SPACE FOR EACH 4 PROGRAM PARTICIPANTS, BASED UPON LICENSED CAPACITY
PROGRAM PARTICIPANTS: 74 ÷ 4 = 18.5 = 19 PARKING SPACES REQUIRED
30 PARKING SPACES PROVIDED
LANDSCAPE DESIGN BY OTHERS
20 100
SCALE IN FEET
20
SITE PLAN
Scale : 1" = 20'-0"1
10
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-
0
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RE
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YA
R
D
PA
R
K
I
N
G
SE
T
B
A
C
K
10'-0"
5'
-
0
"
RE
A
R
YA
R
D
BL
D
G
SE
T
B
A
C
K
5'-0"
SIDE
YARD
PARKING
SETBACK
17
13
S 89°53'22" W 334.81
ADA RAMP,
SEE CIVIL
PARKING LOT
(30) 9'X20' PARKING STALLS SHOWN
20
'
-
0
"
24
'
-
0
"
20
'
-
0
"
5.60
S 89°53'22" W
HYDRANT
UTILITY
PEDESTAL
I D E A L I C A V E N U E
SANITARY
MANHOLE
CATCH
BASIN
HYDRANT
CATCH
BASIN
SANITARY
MANHOLE
EXISTING BLOCK RETAINING WALL
EXISTING TREE LINE
EXISTING CHAIN LINK FENCE
EXISTING WIRE FENCE
TO BE REMOVED
N 0
0
°
0
2
'
0
3
"
E
1
4
6
.
6
2
N 0
0
°
0
2
'
0
3
"
E
1
1
2
.
0
0
(2) AC CONDENSORS
ON CONC. PAD, SEE MECH.
CONCRETE CURB
& GUTTER, SEE CIVIL
EXISTING CONC CURB & GUTTER
EXIST. CATCH BASIN;
MODIFY COVER AS REQUIRED
PRESCHOOL
PLAY AREA
PEA GRAVEL PLAY SURFACE
60 CHILDREN X 75 SF/CHILD = 4500 SF REQ'D
4500 SF SHOWN
4' H. VINYL COATED CHAINLINK FENCE
W/ 12" WIDE CONC. MAINTENANCE STRIP
TODDLER
PLAY AREA
14 CHILDREN X 75 SF/CHILD
= 1050 SF REQ'D
1050 SF SHOWN
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X
X
X
X
X
X
X
X
X
X
PAIR 4'-0"
GATES 'A'
90'-0"21'-0"
PLAYGROUND EQUIPMENT BY OWNER
35'-0"
30
'
-
0
"
15
'
-
0
"
FR
O
N
T
Y
A
R
D
PA
R
K
I
N
G
S
E
T
B
A
C
K
1
6'-0" WIDE, 4" CONCRETE
SIDEWALK W/ INTEGRAL CURB &
CONTROL JOINTS W/ 6" SAND BASE
1
EXISTING CONC SIDEWALK
REMOVE EXIST. CURB
AS REQUIRED FOR
CONCRETE APRON,
SEE CIVIL
ADA PARKING
SIGN, TYP. OF (2)
SEE DTL.
112'-0"
50
'
-
0
"
50
'
-
8
"
30
'
-
0
"
2
A1
BITUMINOUS PAVING
GAS METER
SIDE
YARD
BLDG
SETBACK
FR
O
N
T
Y
A
R
D
BL
D
G
S
E
T
B
A
C
K
DUMPSTER ENCLOSURE
MONUMENT SIGN, SEE NEW LIGHT POLE
NEW LIGHT POLE
5
A5
LANDSCAPE EDGING, MULCH & SHRUBS
@ SIGNAGE; DESIGN BY OTHERS
LIGHTING @ GRADE
BOTH SIDES OF SIGNAGE
PAIR 4'-0"
GATES 'B'
9'-0"13'-0"9'-0"
28'-0"
1-27-151
4-
2
1
-
1
5
1
1
1
1
1
1
1
1
1
1
2
2
2
10'-0"
16
'
-
6
"
ONE WAY
ENTER ONLY
SIGN
DO NOT
ENTER
EXIT ONLY SIGN
NEW 8'-0" CONC SIDEWALK;
TIE INTO EXISTING SIDEWALK
AT NORTH & SOUTH ENDS
4" PAINTED STRIPING
10'-
0
"
25'-
0
"
2
3
A1
2
E
X
I
S
T
I
N
G
C
O
N
C
S
I
D
E
W
A
L
K
UTILITY
PEDESTAL
15'-0"
PARK
I
N
G
SETB
A
C
K
FRONT
YARD
BLDG SETBA
C
K
30'-0"
2
2
CONC. CURB & GUTTER
R = 290.0
0=25°20'19"L=128.25
D
R = 210.
0
0=61°43'09"L=226.
2
1
D
4-21-15
4" CONC. SLAB ON
GRADE W/ REINFORCING
MESH & THICKENED EDGE,
FLUSH W/ BITUM AT
GATES
HARDIE TRIM OR
EQUAL FOR SLOPED TOP
HARDIE SIDING,
COLOR 'A'
SEALANT AT JOINT
HARDIE TRIM BOARDS,
COLOR 'B'
(2) GALV PULLS
& LATCH
FLUSH BOLT
INTO CONCRETE
GALV HINGES, TYP.
TRASH ENCLOSURE GATE ELEV5Scale: 1/4" = 1'-0"
TREATED 6X6 POST
TRASH ENCLOSURE SIDE ELEV
4" CONC. SLAB ON
GRADE W/ REINFORCING
MESH & THICKENED EDGE,
FLUSH W/ BITUM AT
GATES
HARDIE TRIM OR
EQUAL FOR SLOPED TOP
HARDIE SIDING,
COLOR 'A'
SEALANT AT JOINT
1X6 HARDIE
TRIM BOARDS
4
A1
6 Scale: 1/4" = 1'-0"
6"
6'
-
0
"
10
'
-
0
"
6
X
6
T
R
E
A
T
E
D
P
O
S
T
L
E
N
G
T
H
4 Scale: 1/2" = 1'-0"
TRASH ENCLOSURE SECTION
2"
M
I
N
.
3'
-
0
"
4"2"
3"
4" CONC. SLAB ON
GRADE W/ REINFORCING
MESH & THICKENED EDGE
4" SAND CUSHION
TREATED HORIZ. 2X6
@ PLYWOOD JOINT
TREATED (2)2X6
CAP PLATE CANT
HARDIE TRIM OR
EQUAL FOR SLOPED
TOP
3/4" EXT. GRADE PLYWOOD
HOUSE WRAP
HARDIE SIDING, COLOR 'A'
CONCRETE FOOTING,
MIN. 12" DIAMETER
GRADE
SEALANT
4" CONC. SLAB
ON GRADE
C.J., TYP.
HARDIE 6"
CORNER
TRIM
HARDIE BD.
SIDING
8'-0" I.D.
TREATED 6X6,
TYP., TO FROST
DEPTH; SET IN
CONCRETE
3/4" EXT.
GRADE
PLYWOOD
TREATED 2X4 FRAMING
W/ 3/4" EXT. GRADE PLYWOOD
SHEATHING, HOUSEWRAP,
HARDIE SIDING & TRIM NOTE:
PROVIDE GALVANIZED HANDLE,
LATCH & BOLT INTO CONC. SLAB
4
A1
3 Scale: 1/2" = 1'-0"
TRASH ENCLOSURE PLAN
BEVEL CUT TRIM SO DOORS
OPEN PAST 90 DEG.
FLUSH CONCRETE PAD
W/ BITUMINOUS PAVING
@ GATES
8'
-
0
"
I
.
D
.
5
A1
6
A1
2
1'
-
6
"
1'-0"
BLUE BACKGROUND
WHITE BORDER &
LETTERING
ACCESSIBLE PARKING SIGNS
Scale: 1 1/2" = 1'-0"
PARKING
VEHICLE ID
REQUIRED
UP TO $200 FINE
FOR VIOLATION
VAN
ACCESSIBLE
48
"
- 6
0
"
PLUMBING FIXTURE REQUIREMENTS : PER TABLE 2902.1
EDUCATIONAL : 1 WC PER 50 STUDENTS & 1 LAVATORY PER 50 STUDENTS
74 STUDENTS / 50 = 2 WC & 2 LAVS REQUIRED; 7 WC & 7 LAVS PROVIDED
1 SERVICE SINK PROVIDED
OCCUPANCY GROUP : E, EDUCATIONAL * DAYCARE
CONSTRUCTION TYPE : VB, NO EXPOSED COMBUSTIBLE MATERIALS ALLOWED
BETWEEN CEILING & ATTIC
SPRINKLED : NO
ALLOWABLE AREA, PER TABLE 503: 9,500 S.F.
ACTUAL AREA: 5,675 S.F.
OCCUPANT LOAD :
ACTUAL LOAD BASED ON ACTUAL NUMBER OF STUDENTS & STAFF;
THERE ARE NO OFFICE OR OTHER STAFF PERSONNEL IN THE BUILDING
CODE ANALYSIS
EXITS REQUIRED : 2 EXITS PROVIDED :
NUMBER STUDENTS STAFF
TODDLER ROOM1 14 2
PRESCHOOL ROOMS3 60 6
TOTAL 74 8
ACTUAL TOTAL OCCUPANTS = 82
* 2 EXITS PER TODDLER ROOM REQUIRED & PROVIDED TO
QUALIFY AS A TYPE 'E' OCCUPANCY INSTEAD OF A TYPE 'I 4'
HALLWAYS: 6'-0" MINIMUM WIDTH REQUIRED UNLESS THE OCCUPANT LOAD
IS LESS THAN 100; IBC 1017.2, EXC. 4
KITCHEN USE: STUDENTS WILL BRING THEIR OWN LUNCHES. THE KITCHEN
WILL BE USED TO PREPARE SNACKS.
CLASSROOM
(2) FIRE HYDRANT LOCATIONS: ALL PARTS OF THE BUILDING ARE
WITHIN 300' OF A FIRE HYDRANT; 600' ALLOWED PER
IFC 508.5.1, EXC. 2;
BASED ON 2007 MSBC & 2006 IBC, IFC
NO FIRE RATING REQUIRED IF EACH ROOM HAS A DOOR DIRECTLY TO THE EXTERIOR.
ONE DRAFTSTOP ADDED;
DRAFTSTOPPING: 3000 SF MAX. IN ATTIC; 1000 SF MAX. @ FLOOR CEILING.
SHEET INDEX
SITE PLAN, CODE ANALYSIS, DETAILSA1
FLOOR PLANA2
EXTERIOR ELEVATIONSA3
A4 ROOM FINISH SCHEDULE, DOOR & FRAME SCHEDULE
& TYPES, ACCESSIBILITY STANDARDS
A5
A6
BUILDING SECTION, WALL SECTIONS
ARCHITECTURAL
S3
S1
S2
S4
STRUCTURAL
REFLECTED CEILING PLAN
GRADING, DRAINAGE, UTILITY & EROSION CONTROL PLAN
NOTES & DETAILS
STORMWATER POLLUTION PREVENTION PLAN
FOOTING & FOUNDATION PLAN
ROOF FRAMING PLAN
STRUCTURAL NOTES
DETAILS
CIVIL
C1
C2
C3
A NEW FACILITY FOR THE
SONNET MONTESSORI SCHOOL
LAKEVILLE, MINNESOTA
Drawn
Checked
Date
Job Number
Sheet
Revisions
1436
D.P.L.
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10
1
0
0
M
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a
n
A
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n
u
e
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.
Bl
o
o
m
i
n
g
t
o
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M
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5
5
4
3
1
PH
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:
(
9
5
2
)
8
8
4
-
6
4
5
5
FA
X
:
(
9
5
2
)
8
8
4
-
0
8
6
0
K.
A
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W
I
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C
O
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T
R
U
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I
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,
I
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C
.
15
3
0
2
8
0
T
H
S
T
R
E
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W
E
S
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P.
O
.
B
O
X
8
6
NE
W
P
R
A
G
U
E
,
M
N
5
6
0
7
1
(9
5
2
)
7
5
8
-
2
1
0
8
F
A
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(
9
5
2
)
7
5
8
-
5
1
5
9
SO
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A
11-03-14
11
-
0
3
-
1
4
11
'
-
1
1
/
8
"
A3
ROOF VENT CALCULATIONS
ATTIC AREA + SOFFIT AREA = 6188 S.F.
6188 S.F. ÷ 300 S.F. = 20.63 S.F. TOTAL VENT AREA
20.63 S.F. ÷ 2 = 10.31 S.F. (1485.12 S.I.) EA. @ SOFFIT & RIDGE
RIDGE VENT:
ASSUMING 60 S.I. PER ROOF BOX VENT,
1485.12 S.I. ÷ 60 S.I. PER VENT = 24.75 (25) BOX VENTS @ RIDGE
SOFFIT VENT:
ASSUMING 12.96 S.I. PER L.F. FULL VENT,
313 L.F. SOFFIT X 12.96 S.I./L.F. = 4056.48 S.I. ÷ 144 S.I./S.F. = 28.17 S.F.
INSULATION BAFFLE VENTS:
ASSUMING 1 1/2" X 19" = 28.5 S.I. PER BAFFLE VENT AREA,
76 VENTED TRUSS SPACES (EVERY OTHER)
76 X 28.5 S.I. = 2166 S.I.÷144 S.I./S.F. = 15.04 S.F.
1 Scale: 1/4" = 1'-0"
NORTH (FRONT) ELEVATION
11
'
-
1
1
/
8
"
12
4
12'-0"12'-0"
ALUM. FASCIA
& VENTED SOFFIT
HARDIE LAP SIDING
TYP. (7" EXPOSURE)
6" HARDIE TRIM
BOARDS, TYP.
CULTURED STONE VENEER
ASHPALT SHINGLES
NATURAL STONE SILL
HARDIE SHAKESPAINT ALL PIPES & DUCTS ON ROOF
TO MATCH ASPHALT SHINGLES, TYP.
ROOF TRUSS
BRG
FIN. FLOOR
ANODIZED ALUMINUM
DOORS & FRAME
PROVIDE 6" H. DARK COLORED
ADDRESS NUMBER
(3) HVAC GRILLES;
SEE MECH; PAINT
TO MATCH SIDING
2'
-
4
"
HOSE BIB,
SEE MECH
LAWN IRRIGATION PIPING,
PAINT TO MATCH STONE
FIRE DEPT.
LOCK BOX
1
A5
12
10
TO
W
I
N
D
O
W
SI
L
L
O
P
N
G
,
T
Y
P
.
6'-0"
FACEBRICK
1'-8"
6'-0"
XXXX12'-0"6'-0"
3"
6'
-
0
"
3'-4"3'-4"
FACEBRICK
FACEBRICK
SOLDIER CRS
FACEBRICK COLUMNS
FACEBRICK
SOLDIER CRS
NORTH ELEVATION OF BUILDING = 1332 SQ. FT. VERTICAL SURFACE
GRADE A FACEBRICK = 194 SQ. FT
TOTAL GRADE A MATERIALS 867 SQ. FT.65%
GRADE A STONE = 545 SQ. FT
GRADE A GLASS (WINDOWS) = 128 SQ. FT
VINYL INSUL WINDOWS, TYP.
NATURAL STONE SILL, TYP.
GAS METER
1
2 Scale: 1/4" = 1'-0"
WEST ELEVATION
12
4
1'-8"
ROOF BOX VENT
ROOF
TRUSS
BRG
FIN. FLR.
2
A5
WEST ELEVATION OF BUILDING = 625 SQ. FT. VERTICAL SURFACE
GRADE A FACEBRICK = 163 SQ. FT
TOTAL GRADE A MATERIALS 435 SQ. FT.70%
GRADE A STONE = 240 SQ. FT
GRADE A GLASS (WINDOWS) = 32 SQ. FT
ALUM. FASCIA &
VENTED SOFFIT
HARDIE LAP SIDING
NATURAL STONE SILL
FACEBRICK
FACEBRICK
SOLDIER CRS
TYP. (7" EXPOSURE)
VINYL INSUL CASEMENT WINDOW
NATURAL STONE SILL
CONT. RIDGE VENT
@ CANOPY ONLY
3"
6'
-
0
"
6'-0"6'-0"
TOILET ROOM
VENTING; SEE MECH.
INSUL HM DOOR
& FRAME, PAINTED
CONC. PAD, DOWEL
TO FNDN, SEE FLOOR
PLAN
1
3 Scale: 1/4" = 1'-0"
EAST ELEVATION
12
4
1'-8"
ROOF BOX VENT
2
A5
EAST ELEVATION OF BUILDING = 570 SQ. FT. VERTICAL SURFACE
GRADE A FACEBRICK = 159 SQ. FT
TOTAL GRADE A MATERIALS 396 SQ. FT.69%
GRADE A STONE = 205 SQ. FT
GRADE A GLASS (WINDOWS) = 32 SQ. FT
6'-0"6'-0"
INSUL ANODIZED ALUMINUM
DOOR & FRAME W/ SIDELIGHT
GAS METERINSUL HM DOOR
& FRAME, PAINTED
1
1-27-151
4-
2
1
-
1
5
6'-0"
11
'
-
1
1
/
8
"
4 Scale: 1/4" = 1'-0"
SOUTH ELEVATION
ROOF BOX VENTS
ROOF TRUSS
BRG
FIN. FLOOR
12
4
6'-4"8'-0"
ALUM. FASCIA
& VENTED SOFFIT
TYP. (7" EXPOSURE)
NATURAL STONE SILL
FACEBRICK
FACEBRICK
SOLDIER CRS
HARDIE LAP SIDING
CULTURED STONE VENEER ANODIZED ALUMINUM
DOOR & FRAME
INSUL HM DOOR
& FRAME, PAINTED
VINYL INSUL CASEMENT WINDOW, TYP.SOUTH ELEVATION OF BUILDING = 1148 SQ. FT. VERTICAL SURFACE
GRADE A FACEBRICK = 237 SQ. FT
TOTAL GRADE A MATERIALS 757 SQ. FT.65.9%
GRADE A STONE = 408 SQ. FT
GRADE A GLASS (WINDOWS) = 112 SQ. FT
INSUL HM DOOR
& FRAME, PAINTED
1
A5
INSUL HM DOOR
& FRAME, PAINTED1
HOSE BIB, SEE MECH
8'-0"
1'-8"
2
2
11'-11"11'-11"
TOILET ROOM
VENTING; SEE MECH.
2 4-21-15
Drawn
Checked
Date
Job Number
Sheet
Revisions
1436
D.P.L.
C.A.W.
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(9
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11-03-14
TYP.
11
0
B
116B
20 100
SCALE IN FEET
20
LANDSCAPE PLAN
Scale : 1" = 20'-0"1
PARKING LOT
I D E A L I C A V E N U E
EXISTING TREE LINE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X
X
X
X
X
X
X
X
X
X
112'
50
'
-
8
"
1-27-151
2 4-21-15
A
B
C
D
E
F
G
H
I
J
K
L
M
QUANTITY SYMBOL
PLANT
DWARF KOREAN LILAC TREE
DWARF BLUE GLOBE SPRUCE
SPIRAL JUNIPERS
LITTLE LIME HYDRANGEA
CHAMPLAEN RED ROSE
PRAIRIE DROPSEED GRASS
BLOOMERANG DWARF LILAC
ARCTIC FIRE DOGWOOD
LITTLE DEVIL NINEBARK
FEATHER REED GRASS
REGENT SERVICEBERRY
JOSTABERRY FRUIT SHRUB
PERENNIALS
1
1
2
6
7
17
3
3
3
3
3
3
40
N AUTUMN BLAZE MAPLE3
COMMON NAME
(SYRINGA MEYERI PHALIBIN)
(PICA PUNGEUS GLOBOSA)
(JUNIPEROUS CHINENSIS)
(HYDRANGEA PANICULATA JANE)
(HYBRID KORDESSI)
(SPOROBOLUS HETEROLEPIS)
(SYRINGA BLOOMERANG)
(CORNUS STOLONIFERA FARROW)
(PHYSOCARPUS OPULIFOLIUS "LITTLE DEVIL")
(CALAMAGROSTIS x ACUTIFLORA "KARL FOERSTER")
(AMELACHIER ALNIFOLIA "REGENT")
(RUBUS NIBIGROLARIA)
PERENNIALS
(ACER X FREEMANII "JEFFERSRED")
BOTANICAL NAME SIZE
2.5" DIA
2.5" DIA
TREE PLANTING DETAIL
WOOD MULCHGRASS
TOPSOIL
TREE
SHRUB PLANTING DETAIL
SHRUB
TOPSOIL
3" of 1 1/2" RIVER ROCK
WEED
INHIBITOR
FENCE DETAIL
36
"
3" X 12" CONC MAINTENANCE STRIP
4" CHAIN LINK FENCE
2" POST
L1
O
P
23
3
ISANTI FIRE DOGWOOD
GREEN SPIRE LINDEN
(CORNUS SERICEA)
(TILIA CORDATA "GREENSPIRE")
36"
2.5" DIA
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
18"
Tr
a
v
e
r
s
e
P
C
# Date Comments Checked By:Scale:Revisions Page M of 1Date:5/21/2015 Drawn By: Dan Budke Sonnett Montessori REVISED 5-21-15
TY
P
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1
1
0
B
11
6
B
R = 6 0 .0 0=1 4 2 °1 2 '2 6 "L =1 4 8 .9 2D
LA
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XX X X X X X X X X
XXXXX X XXX
X
X
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X
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X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXX X XXX
1
1
1
2
2
2
REMOVE EXIST. CURB AS REQUIRED FOR CONCRETE APRON,SEE CIVIL E X I S TI NG CO N C S I DE W A L K
1
0
'
R
E
A
R
Y
A
R
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P
A
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K
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A
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10
'
5
'
R
E
A
R
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A
R
D
B
L
D
G
S
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AASINGLE220000.681MPTR-3F-250 Luminaire Schedule SymbolQty Calculation Summary LabelCalcTypeUnitsAvgLabelArrangementTotal Lamp LumensLLFDescriptionMaxMin 3WPSINGLEN.A.0.910XTOR5AAvg/Min 2Max/Min 7CANSINGLEN.A.0.910LEDRT561200840 (73500)Ground_PlanarIlluminanceFc0.2913.90.0N.A.N.A.
North Elevation
South Elevation
East Elevation West Elevation
SSOONNNNEETT PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
MMAAYY 2288,, 22001155
PPAAGGEE 22 OOFF 77
SSOONNNNEETT PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
MMAAYY 2288,, 22001155
PPAAGGEE 33 OOFF 77
SSOONNNNEETT PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
MMAAYY 2288,, 22001155
PPAAGGEE 44 OOFF 77
SSOONNNNEETT PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
MMAAYY 2288,, 22001155
PPAAGGEE 55 OOFF 77
SSOONNNNEETT PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
MMAAYY 2288,, 22001155
PPAAGGEE 66 OOFF 77
SSOONNNNEETT PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT
MMAAYY 2288,, 22001155
PPAAGGEE 77 OOFF 77