HomeMy WebLinkAboutItem 06.iJune 22, 2012 Item No.
Proposed Action
Staff recommends adoption of the following motion: Move to approve a resolution
approving the final plat of Stone Borough 5 Addition.
Adoption of this motion will allow the development of 16 single family Tots within the final
phase of the Stone Borough development.
Overview
KJ Walk, Inc. has submitted a final plat application for sixteen RS -4, Single Family
Residential Tots on 4.5 acres to be known as Stone Borough 5th Addition. This is the
final phase of the Stone Borough development. The Stone Borough development is
located on the east side of Dodd Boulevard (CSAH 9) and north of 215 Street (CSAH
70). The fifth addition final plat is consistent with the approved preliminary plat. Staff
recommends approval of the Stone Borough 5 Addition final plat as outlined in the
attached Planning and Engineering Reports.
Primary Issues to Consider
• None.
Supporting Information
• Resolution approving the Stone Borough 5 Addition final plat
• Signed development contract
• June 13, 2012 Planning Report
• June 13, 2012 Engineering Report
6'
Ilyn G. Kuennen, AICP
Associate Planner
JULY 2, 2012 CITY COUNCIL MEETING
STONE BOROUGH 5 ADDITION FINAL PLAT
Financial Impact: $ Budgeted: Y/N Source:
Related Documents (CIP, ERP, etc.): Zoning and Subdivision Ordinances
Notes:
(Reserved for Dakota County Recording Information)
CITY OF LAKEVILLE
RESOLUTION
RESOLUTION NO.
RESOLUTION APPROVING THE FINAL PLAT OF
STONE BOROUGH 5 ADDITION
WHEREAS, the owner of the plat described as Stone Borough 5 Addition has requested
final plat approval; and
WHEREAS, the preliminary plat was reviewed by the Planning Commission and the
Parks, Recreation and Natural Resources Committee; and
City.
WHEREAS, the final plat is consistent with the preliminary plat and is acceptable to the
NOW, THEREFORE, BE IT RESOLVED by the Lakeville City Council:
1. The final plat of Stone Borough 5 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.
APPROVED AND ADOPTED this 2 day of July 2012.
ATTEST:
Charlene Friedges, City Clerk
STATE OF MINNESOTA )
(
CITY OF LAKEVILLE )
CITY OF LAKEVILLE
BY:
Mark Bellows, Mayor
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 2 day of July, 2012, as shown by the minutes of said
meeting in my possession.
Charlene Friedges, City Clerk
(SEAL)
(reserved for recording information)
DEVELOPMENT CONTRACT
(Developer Installed Improvements)
STONE BOROUGH FIFTH ADDITION
AGREEMENT dated , 2012, by and between the CITY OF
LAKEVILLE, a Minnesota municipal corporation ( "City "), and KJ WALK, INC., a Florida corporation (the
"Developer").
1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat
for STONE BOROUGH FIFTH 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:
Outlot A, STONE BOROUGH FOURTH 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
164966v1 1
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 plat has been filed with the Dakota County Recorder's Office.
4. PHASED DEVELOPMENT. If the plat is a phase of a multi - phased preliminary plat, the
City may refuse to approve final plats of subsequent phases if the Developer has breached this Contract
and the breach has not been remedied. Development of subsequent phases may not proceed until
Development Contracts for such phases are approved by the City. Park charges, sanitary sewer charges,
and storm sewer 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 Tots 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
Tots 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 and B, the plans may
be prepared, subject to City approval, after entering the Contract, but before commencement of any work in
the plat. 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:
164966v1 2
Plan A - Plat
Plan B - Final Grading, Drainage, and Erosion Control Plan
Plan C - Plans and Specifications for Public Improvements
8. IMPROVEMENTS. The Developer shall install and pay for the following:
A. Sanitary Sewer System
B. Water System
C. Storm Sewer System
D. Site Grading, Stormwater Treatment/Infiltration Basins, and Erosion Control
E. Underground Utilities
F. Setting of Iron Monuments
G. Surveying and Staking
H. Sidewalks and Trails
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.
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 his engineer shall schedule a pre - construction meeting at a
164966v1 3
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 505.02, 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.
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, including but not limited to:
• Minnesota Department of Health for Watermains
• NPDES Permit for Stormwater Connections
• MPCA for Sanitary Sewer and Hazardous Material Removal and Disposal
• DNR for Dewatering
• City of Lakeville for Building Permits
• MCES for Sanitary Sewer Connections
• 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.
164966v1 4
12. TIME OF PERFORMANCE. The Developer shall install all required public improvements
by November 30, 2012.
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 excavation
and backfilling operations shall be reseeded within 48 hours after the completion of the work or in an area -
that is inactive for more than seven (7) days unless authorized and approved by the City Engineer. Except
as otherwise provided in the erosion control plan, seed shall be in accordance with the City's current
seeding specification which may include certified oat seed to provide a temporary 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 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 PLAN. 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
164966v1 5
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 basins, swales, and ditches 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 basins; b) location and elevations along all swales, wetlands,
wetland mitigation areas if any, ditches, locations and dimensions of borrow areas /stockpiles, and installed
"conservation area" posts; and c) lot corner elevations and house pads, and all other items listed in City
Code Section 10- 3 -5.NN. The City will withhold issuance of building permits until the approved certified -
grading plan is on file with the City and all erosion control measures are in place as determined by the City
Engineer. The Developer certifies to the City that all lots with house footings placed on fill have been
monitored and constructed to meet or exceed FHA/HUD 79G specifications.
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 leaning, 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 his 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.
164966v1 6
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. Storm water runoff from the public right -of -way and lots constructed
within Stone Borough Fifth Addition will be conveyed via extensions of existing public storm sewer
facilities and directed to storm sewer treatment facilities previously designed and constructed to
accommodate the runoff in conjunction with previous phases of the Stone Borough subdivisions. Final
storm sewer locations and sizes must be reviewed and approved by City staff with the final construction
plans.
The trunk storm sewer area charge has not been collected on the parent parcel described as
Outlot A, Stone Borough Fourth Addition, which is being final platted as Stone Borough Fifth Addition,
and must paid in cash at the time of final plat approval. The trunk storm sewer area charge is calculated
as follows:
194,713.20 s.f. x $0.167/s.f. = $32,517.10
Gross Area of Stone Area Charge Total
Borough Fifth Addition
20. SANITARY SEWER. Development of Stone Borough Fifth Addition includes the
extension of public sanitary sewer following the proposed right -of -way for Hyalite Drive and connection to
an existing 8 -inch sanitary sewer located within Hytrail Circle. Building permits will be withheld for lots
requiring new services until the new service is installed.
Final locations and sizes of all sanitary sewer must be reviewed and approved by City Staff with
the final construction plans.
The sanitary sewer trunk area charge for the Stone Borough Fifth Addition development has
previously been paid.
21. WATERMAIN. Development of Stone Borough Fifth Addition includes the extension of a
public watermain following the proposed right -of -way for Hyalite Drive and connection to an existing 8-
inch watermain located within Hytrail Circle.
164966v1 7
Final locations and sizes of all 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 installation, and street construction must be from Dodd Boulevard (CSAH 9) at Hytrail Circle.
23. PARK DEDICATION. The City's park dedication requirement for all phases of the Stone
Borough development was satisfied with the dedication of the usable, upland area within Outlot B, Stone
Borough. The park was constructed by the City in 2011.
24. 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 (236) inches
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, less any draw made by the City, shall be returned
to the person who deposited the funds with the City. All trees shall be warranted to be alive, of good -
quality, and disease free for twelve (12) months after planting. Any replacements shall be warranted for
twelve (12) months from the time of planting. The Developer or property owner is responsible for
contacting the City when all the landscaping has been installed to set up an inspection. Fifty percent
(50 %) of the security will be released when all the landscaping has been installed and
164966v1 8
inspected by City
staff and the remaining fifty percent (50 %) will be released one year after the landscaping inspection and .
any warranty work has been completed.
25. TRAFFIC CONTROL SIGNS. A cash fee for traffic control signs is due with this addition.
Street signing consists of two stop /street signs for a total of $1,030.00. If the street signs are installed
during frost conditions, the developer shall pay an additional $150.00 for each street sign location.
26. SPECIAL PROVISIONS. The following special provisions shall apply to plat development:
A. Implementation of the recommendations listed in the June 13, 2012 Engineering
Report.
B. All single family homes within Stone Borough Fifth Addition must comply with the
following RS-4, Single Family Residential District setbacks:
Front House 20'
Front Garage 25'
Side Interior 7'
Side Corner 20'
Rear 30'
C. 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 $1,600.00 security for the final placement of interior subdivision iron monuments at
property corners. The security was calculated as follows: 16 lots 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.
D. 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.
E. 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,
164966v1 9
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.
27. SUMMARY OF SECURITY REQUIREMENTS. To guarantee compliance with the terms of
this agreement, 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 letter of credit, in the form attached hereto, from a
bank ( "security ") for $159,438.21, plus a cash fee of $3,866.22 for City engineering administration. The
amount of the security was calculated as follows:
CONSTRUCTION COSTS:
Sanitary Sewer $ 31,532.00
Watermain 31,770.00
Storm Sewer 13,722.00
Street Construction 49,350.00
Site Grading /Erosion Control /Restoration & Grading Certification 7,500.00
CONSTRUCTION SUB -TOTAL $ 132,874.00
OTHER COSTS:
Developer's Design (6.0 %) $ 7,732.44
Developer's Construction Survey (2.5 %) 3,221.85
City Legal Expenses (Est. 0.5 %) 644.37
City Construction Observation (7.0 %) 9,021.18
Developer's Record Drawings (0.5 %) 644.37
Lot Corners /Iron Monuments 1,600.00
Streetlights 2,700.00
OTHER COSTS SUB -TOTAL
TOTAL PROJECT SECURITIES:
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, without notice, for
any violation of the terms of this Contract or 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
164966v1 10
$ 25,564.21
$ 159,438.21
expiration of the security, the City may also draw it down. 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.
28. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash -
requirements under this Contract which must be furnished to the City at the time of final plat approval:
Trunk Storm Sewer Area Charge
Street Signs
City Base Map Updating
City Engineering Administration (3 %)
TOTAL CASH REQUIREMENTS
$ 32,517.10
1,030.00
1,200.00
3,866.22
$ 38,613.32
29. 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 furnished 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.
164966v1 11
30. 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 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 attomeys' 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 Tots, 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.
164966v1 12
31. 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.
32. 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
164966v1 13
men, employees, agents, or third parties. No sewer and water connections or inspections may be
conducted and no one may occupy a building for which a building permit is issued on either a temporary or
permanent basis until the streets needed for access have been paved with a bituminous surface and the
utilities are accepted by the City Engineer.
G. The action or inaction of the City shall not constitute a waiver or amendment to the
provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties
and approved by written resolution of the City Council. The City's failure to promptly take legal action to
enforce this Contract shall not be a waiver or release.
H. This Contract shall run with the land and may be recorded against the title to the
property. The Developer covenants with the City, its successors and assigns, that the Developer is well
seized in fee title of the property being final platted and /or has obtained consents to this Contract, in the
form attached hereto, from all parties who have an interest in the property; that there are no unrecorded
interests in the property being final platted; and that the Developer will indemnify and hold the City
harmless for any breach of the foregoing covenants.
I. Developer shall take out and maintain or cause to be taken out and maintained until
six (6) months after the City has accepted the public improvements, public liability and property damage
insurance covering personal injury, including death, and claims for property damage which may arise out of
Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them.
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 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
164966v1 14
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.
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 City.
Engineer evidencing that the retaining wall was constructed in accordance with the approved plans and
specifications. All retaining walls identified on the development plans or 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.
33. 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: 6001 Egan Drive, Suite 100, Savage, Minnesota 55378. 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.]
164966v1 15
(SEAL)
STATE OF MINNESOTA )
( ss.
COUNTY OF DAKOTA )
164966v1 16
CITY OF LAKEVILLE
BY:
AND
Mark Bellows, Mayor
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
STATE OF MINNESOTA )
.:ncbL.cli (ss.
COUNTY OF atoiftsTik )
Alena Rae Hardy
NOTARY PUBLIC
State of Minnesota
My Commission Expires 1 -31 -2016
DRAFTED BY:
CAMPBELL, KNUTSON
Professional Association
317 Eagandale Office Center
1380 Corporate Center Curve
Eagan, MN 55121
Telephone: (651) 452 -5000
RNK: cjh
DEVELOPER:
KJ WALK, INC.
BY:
164966v1 17
Its r
The foregoing instrument was acknowledged before me this 2 \ day of 3L)r 2_
2017, by L,u KSt.. -sr a€ -k `s Th the do r*
KJ WALK, INC., a Florida corporation, on behalf of the corporation.
QN
NO AIRY PUBLIC
Memorandum
To: Mayor and Members of City Council
From: Allyn Kuennen, AICP
Associate Planner
Date: June 13, 2012
Subject: Packet Material for the July 2, 2012 City Council Meeting
Agenda Item: Stone Borough 5th Addition Final Plat
Application Deadline: July 9, 2012
BACKGROUND INFORMATION:
KJ Walk, Inc. has submitted a final plat application for sixteen RS -4, Single Family
Residential lots on 4.5 acres to be known as Stone Borough 5th Addition. This is the
final phase of the Stone Borough development. The Stone Borough development is
located east side of Dodd Boulevard (CSAH 9) and north of 215 Street (CSAH 70).
The Stone Borough 5th Addition plans have been distributed to the Engineering
Department for their review and comment.
The following exhibits are attached for your review:
Exhibit A — Location & Zoning Map
Exhibit B — Approved Preliminary Plat
Exhibit C — Final Plat
Exhibit D — Grading Plan
Exhibit E — Utility Plan
Exhibit F — Storm Water Management Plan
Project Analysis:
City of Lakeville
Planning Department
Existing Conditions. The area to be final platted was rough graded during previous
phases of the development.
1
Direction
Land Use Plan
Zoning Map
Existing Use
North
Low - Medium
Density Residential
RM -1, Medium Density
Residential District
Detached Townhomes
East
Low - Medium
Density Residential
RM -1, Medium Density
Residential District
Single Family and
Detached Townhomes
South
Low - Medium
Density Residential
RM -1, Medium Density
Residential District
Single Family and
Detached Townhomes
West
Low - Medium
Density Residential
RM -1, Medium Density
Residential District
Single Family Homes
and Attached and
Detached Townhomes
Yard
Front House
Front Garage
Side Interior
Side Corner
Rear
Setback
20'
25'
7'
20'
30'
Zoning. The site is zoned RM -1, Medium Density Residential District which allows for
the proposed RS -4, Single Family Residential lots as a permitted use.
Surrounding Land Uses. The table below identifies planned and existing uses
adjacent to the proposed development:
Density. The gross area of the final plat is 4.47 acres with a gross density of 3.579
units per acre. The net developable area of the preliminary plat, excluding right -of -way,
is 3.687 acres with a net density of 4.340 units per acre.
Phasing. The Stone Borough 5 Addition is the final phase of the Stone Borough
development.
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 final plat meet the
requirements of the Subdivision Ordinance.
Lot Area. Single family lots within the RS -4 District are required to provide a minimum
lot area of 8,400 square feet for interior lots and 10,200 square feet for corner lots. The
area of the 16 lots to be final platted meet the minimum lot size requirements.
Lot Width. The minimum lot width for single - family lots within the RS -4 district is 70
feet for interior lots and 85 feet for corner lots. All interior and corner lots within the final
plat meet the minimum lot width requirement.
Outlots. The final plat does not include outlots.
Setbacks. Setback requirements for single family lots in the RS -4 District are outlined
below:
2
Yard
Front House
Front Garage
Side Interior
Side Corner
Rear
Setback
20'
25'
7'
20'
30'
The building pads shown on the final plat meet the minimum setback requirements
listed above.
Landscape Plan. A landscaping plan is not required to be submitted. All lots within the
final plat are interior lots and do not include any landscape buffer yard areas.
Access, Streets & Right -of -Way. Access to the plat will continue to be off of Dodd
Boulevard (CSAH 9) from Hytrail Circle and Hyacinth Avenue. One new street, Hyalite
Drive, will be constructed as a local street to provide access to the final plat. No
additional street improvements are required.
Trails. A regional trail extension was graded by the developer within the open space
area to the south of the plat adjacent to South Creek with the original Stone Borough
plat. No additional trail construction is required.
Park Dedication. The park dedication requirement for Stone Borough 5th Addition was
satisfied through a land dedication with the original plat in 2004. The Stone Borough
Park, within the northeast corner of the development, was constructed by the City in
2011.
Grading, Drainage and Erosion Control. The final plat includes grading, drainage
and erosion control plans. The Engineering Department reviewed the grading, drainage
and erosion control plans and their comments are included in their June 13, 2012
report. The Engineering Department recommends approval of the final plat.
Wetlands. There are no existing wetlands within the Stone Borough 5th Addition plat.
Tree Preservation. There are no trees within the Stone Borough 5 Addition plat.
Easements. The Stone Borough 5 Addition final plat shows the required perimeter
easements for all single - family lots as required by Section 10 -4 -4.A of the Subdivision
Ordinance.
RECOMMENDATION:
The final plat plans comply with the provisions of the Zoning and Subdivision
Ordinances. Staff recommends approval of the Stone Borough 5 Addition final plat
subject to the following stipulations:
1. The recommendations outlined in the June 13, 2012 Engineering Report.
2. All single - family homes must comply with the following RS -4, Single Family
Residential district setbacks:
3
215th Street (CSAH 70)
•
1110❑0000❑000
POS, Public &
Open Space
City of Lakeville
Location & Zoning Map
Stone Borough 5th Addition
Final Plat
Exhibit A
til T
X v D
= 3 - 70
o p
cu sr, i -.2 N
y -° o
•
Cf*
1n
m
—
03
C)
N
ZD
0 r
m
DO
m
m
m
Z
50
143 74
7#104
No110'orw 1$000
L N00V6' -9W 13000
rn 8; 8
N00116491W 13000
50136 "E 309 75 1 42.96
R -22500
1 I'./l )A CCI -Ir�I A =10'5
E 2
fl I I rr -,I�_ CIRCLE 5=1O562
R■175.00
50106 497 309. , - 33 41
O 4 9'3J ,
19 296
m
70
0
- HOUSE SETBACK
GARAGE SETBACK —
4 —.a
J
r 1
I
$ - HOUSE SETBACK
y- GARAGE SETBACK - �ffir
I
I I
.1 I J
11
p3
0
F
-
V
90044991 143 7 4 ' 1 749'
3'47 37
F-' N N I,D N O a) .< E C CI N O 7< N E N O `C z
I�0 I- r -4 (D N N O C N N O -I p (D NJ G O <
—I �' N m fp
X.. DC ul0.v W O C > r N � Oq .p 7 7r fD 7 7 .N (D_ >rp
i °° „ r � o �° � N n Don —1K � g °'�3 0 ( ' , o �= c oy -� �P`g
O 0 -1 < 33 m 33 O ' W Z v n3 n Z 7 a d cu 7 r^
��� ZE c D obi OO oJl m Z, 3 o 0 � o � �n z
> D 71 - 0 -00 Z pGI rM h 2 V �O O W O 0 w n ▪ 5 0 o VI
73 73 70 D m Z m 7o ` ? V 3-
rn m m 700 —4 <p o 0ocn onto h o 3 o
D D c 0 DDN 3 O m c m to 1=
F-' 00 C Zxi mmN m — • 7 (I) m 0 DD7 I-' - -, N
O ▪ O 70 I-' m 0 0 O
O _, Z 7o Co > H
y , c n c O
(fin 4, -1 7
N
8
NORTH 219 20
206.
dx 1,44
X7
S1p49
2 0 oo 253.5
I
qq`Y
N
Ip
__ 95
NAw
O 0 -
c_ -a
7I -0 I
so
29
a 7 3T ro
d�H
44 z9"v
szS
tv
50
7.!
0
TI
( :
r'l
50
L
r
X
O O
- ..- X
O
rD 0 3
— m
3 <
O 'O 0
- a v,
O 0 c
fD
CL
-o n
al 3 TD
n D
(DD S
CC
• `.
co co
r(D
I 1.11 N
N c o
51 N \
11
II �
O
D
n
D''
n m
N N
to
•A r.I A IT1 1
fl l! 1.,uvl fl
Al'I'AII 11
V L 1 V U L
En
0
Z
m
W
0
P3
0
c
0
70
m
Z
0
D
c
O
Z
N
00
N N N N N N N N 1- F+ F+ F+ F• - • H F
V 01 VI A W N- 0 l0 00 V 01 IA A W N + N
I- 0 10 Co V 01 01 A W N I-.
1Block Lot Area (sf) Area (ac) 1
484,
34,
F 1D SO A N S. 00 S. 00 D SO S. 00 W N Sn N D 00 l0 " W O t0 SO SO -.
10
9
9
9
12
11
8
8
8
10,
10
8
8
8
8
12
10
O 0 0 N W 00 V V 00 A V VI V,
00 O A F O I- p po
O W V 0 00
00
CO 1 0 0 0 V 1 0 0 V w w
0 0 0 Co A CO V I-+ to F+ o O o o
0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
i o N �+ N W O o l p A N + l b u, O V ry iv J O F NI p w p o 7# O V I I
A 10 1D tD W 4+ W 8 l 0 00 W W O1 10 + 1D A 8 A 00 00 00 l0 8 l D A
til T
X v D
= 3 - 70
o p
cu sr, i -.2 N
y -° o
•
Cf*
1n
m
—
03
C)
N
ZD
0 r
m
DO
m
m
m
Z
50
143 74
7#104
No110'orw 1$000
L N00V6' -9W 13000
rn 8; 8
N00116491W 13000
50136 "E 309 75 1 42.96
R -22500
1 I'./l )A CCI -Ir�I A =10'5
E 2
fl I I rr -,I�_ CIRCLE 5=1O562
R■175.00
50106 497 309. , - 33 41
O 4 9'3J ,
19 296
m
70
0
- HOUSE SETBACK
GARAGE SETBACK —
4 —.a
J
r 1
I
$ - HOUSE SETBACK
y- GARAGE SETBACK - �ffir
I
I I
.1 I J
11
p3
0
F
-
V
90044991 143 7 4 ' 1 749'
3'47 37
F-' N N I,D N O a) .< E C CI N O 7< N E N O `C z
I�0 I- r -4 (D N N O C N N O -I p (D NJ G O <
—I �' N m fp
X.. DC ul0.v W O C > r N � Oq .p 7 7r fD 7 7 .N (D_ >rp
i °° „ r � o �° � N n Don —1K � g °'�3 0 ( ' , o �= c oy -� �P`g
O 0 -1 < 33 m 33 O ' W Z v n3 n Z 7 a d cu 7 r^
��� ZE c D obi OO oJl m Z, 3 o 0 � o � �n z
> D 71 - 0 -00 Z pGI rM h 2 V �O O W O 0 w n ▪ 5 0 o VI
73 73 70 D m Z m 7o ` ? V 3-
rn m m 700 —4 <p o 0ocn onto h o 3 o
D D c 0 DDN 3 O m c m to 1=
F-' 00 C Zxi mmN m — • 7 (I) m 0 DD7 I-' - -, N
O ▪ O 70 I-' m 0 0 O
O _, Z 7o Co > H
y , c n c O
(fin 4, -1 7
N
8
NORTH 219 20
206.
dx 1,44
X7
S1p49
2 0 oo 253.5
I
qq`Y
N
Ip
__ 95
NAw
O 0 -
c_ -a
7I -0 I
so
29
a 7 3T ro
d�H
44 z9"v
szS
tv
50
7.!
0
TI
( :
r'l
50
L
r
X
O O
- ..- X
O
rD 0 3
— m
3 <
O 'O 0
- a v,
O 0 c
fD
CL
-o n
al 3 TD
n D
(DD S
CC
• `.
co co
r(D
I 1.11 N
N c o
51 N \
11
II �
O
D
n
D''
n m
N N
to
•A r.I A IT1 1
fl l! 1.,uvl fl
Al'I'AII 11
V L 1 V U L
En
0
Z
m
W
0
P3
0
c
0
70
m
Z
0
D
c
O
Z
N
c a•
DQ3
D
. ▪ (1 Id
P►
fD
" a2 S
0) `G
7
fD 1 7 j1
•
m 3
3 f7
• D
r
o fD
d
T
Lo 0 O
l0
N
Pi, tl n ti_v_y
by ]apa0
Z 2 v 0 G)
1)) fD 0 N In Q
H m a v ID eL
O
o
n
d
aat^ ^6G lLlt!, .1
O
st 0402
o • G,
N �-u X o X -o K
7. T1 o o . � VC
0 1 1] I1 7 lfl 7 V) 5
OA 0q 00
CD n fD fD
(D Q Q 3 0. 00 0. S
n 01 00 , ► 7 a
0) 3 7 0) • fD •< - ,
0 -
< • D) 0) ,
O• O (D 0) f<< 7
co — an. fD L M.
3 fD
664 L L n
g
v R
R-
0
n d
D
O
2.
-11 • W
8
o
M •o
ocn ID
Ln
ID
Y • c
rn m
W
W
7
3
c
3
1
O C
O .
trt
P)I
V �e
anq iel».)
0+ 60 v
N N
1-60 V p
N ro
4.
f0 �
fl
00 N
8
T T
1I
2
ID
m
3
3
rt W N V N N
D
Q. " ' ri g
.." Cinaloor
VI N m
y G: O. p'
fD
1 IM
Z1S u
CO � wyayalwl 4
(fl ▪ A
m
ID
GIIIOI SO
G
2 : 1
P PP''C)
r
(D
CrQ
CD
CD (D
a U1 4 W N I"
1 1 I 1 I I
() (n V [I) n
* c r fD i
ID C CU OJ 011
n, e0- ▪ -s D 0
0 =t 0- -
( D -<,N
n 0 CO
rf
a.
(i)
0
z
m
0
z
3
, t
!
s
", 1 ---
1 I I
/
HI
LJ
1
;
4 1
1.--- .
7 7 k :,,,, --, —•
--, e
V)
- n
— 0
M
rn
5> 03
_To
K=10
Z (;)
z
;
f f 1
;
6
6 6
( , ;
6
/
4,
i 1 ,;',
1 l
1
r
6 6 6 46
•
lo 3: rn 6-) tr)
7a X 25 -A
O2m rfl
r) 5 Li
- 0 fn 6
el 7 0
00Z=c
Z "
0 c —
c > —
m — I
• (:) — >
VI 0 0
--1 =i
= 5
>
0 z z
o •
o
"NWT
—o
— ot•
1 1:
MIT
(
O r_7
Z >
C Z
m
0 >
m
• z
o
m
• co
m m
al -
a
z
8
Po
SAN N11-12 0.67
0
1
1
b
:
;
; t ,
M _1
... y H 3 i 3+94 !
i
1 1
1
6 t 1 70 1
I i
1 ; i
I 1
i I M k
1
SAN
gl
SAN MH 5 6+24
111
SAN MH 4 4+59
If
E
b
4
"0
.N
I ' 995 32
994.32
:
g 993.18
99169
g * '
'990.13
1 988 57
wl
g 987.01
985 45
1; 1 ' 983.89
982 33
g 980.77
979 21
q+f
'977.65
976.09
80974.65
CB /MH 3
C T
fD O
fD
�f
N m
O
N
N
CB5
CB/MH 6
PVC 0+75 DO
I . . ELEV 974.9 -3
LOW R7W9 S
E PVT 1+25 U0
ELEV 97445 1 a d5
-- -- - r- - -- — 4 HYrRAISCIRCLE
STA . 7
F,LEV.97490
i + 1
N
Cnb MI �
� MI ° z
m =m
SDpo
m rpo
p
ZQ
C
ZG)
C g
v
1
-- —c HYTRAIL CIRCLE
PVT 1 +25.00
ELEV 169
STA • 0+0000
ELEV • 995.32
I 212
210
211
I 200
201
I 194
195
190
191
179
180
181
175
176
169
170
163
164
161
162
150
151
152
146
147
142
143
140
141
136
137
132
133
130
131
124
125
120 I 121
116 I 117
114 I 115
110 I 111
102 I 103
101_
1a2
1 517759 72
I 517727 26
517759 72
I 517807 42
517727.26
51777464
517807 42
517762 42
51777464
517737 88
51775148
51771182
517724 62
517509 76
51750225
517637 37
517567.48
517751.40
517703 46
517779 39
517765.38
517803 99
517792 66
10 018/IS
1.58981.11
517448 57
517448 57
517438 24
517434 70
51741160
517438 08
517509 76
517446 74
517502 25
517015 92
I 517567 48
517532 79
517637 40
517567 48
517682 58
517637 37
517692 65
517703 46
51775140
517714 13
51771182
517721 19
517765 38
517726 53
517739 34�
51772462
517730 98
517744 33
517740 01
517735 50
517745 01 1
517779 39
517752 61 '.
517737 89 1
517758 30
517792 66
517766 24
517751.50
517770 69 '.
517803 99
517812 03 1
517779 90 1
517762 42
517776.04
517736 72
51776415
517522 18
517505 76
517526.71
517491.80
51756948
517569 48
517639 37
517639.37
517687 82
517715 04
517730.88
517765 40
517736 72
517697 47
517741.18
517780 49
517749.54
I 51771017
517755 22
517794.50
517762 81
517723 53
517768 48
517807 77
51777644
517737 13
517780.88
51781900
51776850
517746.39
517514 04
517514 04
51767898
517678.98
517729.18
517729 18
517790.62
51779062
517746 72
517746.72
162960 69
162940 03
162960 69
163247 90
162940 03
163247 90
163247 90
06 192195
SO 111191
I 16305414
16312517
I 162917.85
162984 79
I 16280891
162858.87
162809 16
162809 01
16287034
16281950
163005 01
162931 73
163139 27
16307437
I 162957 61
16320480
162936 79
162952 70
162737 10
162733 56
162823 76
162820 24
I 1628[8 90
162823 77
162858 87
162823 91
162809 01
162823 95
162809 15
162824 01
162824 24
162824 15
OS 618291
1.5 218291
162870 34
162850 32
81 1.88091
56 1.16191
16293174
162915 04
16298197
16298479
162938 32
163008 03
163008 86
163009 72
163011 59
163005 01
16305132
163054 14
163080 95
163074 38
163122 44
16312526
163145 65
163139 27
163204
163193 75
16321105
163198 26
16324421
163212 15
162833.89 I
162793 89
162833 93
162873 86
16283402
162794 02
162834 16
162794 16
16284155
162808 63
16288459
16286492
162915 12
162922 64
162938.40
162930 87
162982 05
16298938
16301168
163006 15
16305140
16305893
16308104
163073 52
163122 52
163130 05
163145.73
163138 43
163222 45
163203 53
162833 91
162833 91
16283423
162834 23
V/ 5/919I
41. 519191
16319660
163196.60
163247 91
163247 91
Northing (y)
�
I 983 05
983 85
979 55
974 20
98107
I 974 20
970 93
976.20
971.09
98110
97890
0N00
��ww
I 990 00
992 10
N��0
�mxu
978 10
98020
992 60
976 20
�§
ou
985 70
985 70
§§§§§§§§
nnonmomo
982 50
98410
0§
ox
980 30
980 80
979 10
979 00
977 90
978 60
977 20
977 40
3E����
��oono
975 30
975 80
976 70
973 20
973 70
972 20
972 70
P g
:w
970 10
970 60
968 70
967 75
968.70
96810
NN
m8
981.65
984.00
98132
983 00
98045
983.00
978 72
98100
977 38
979 00
975.43
978 00
974 47
976.00
g 1
o
972 33
975 CO
P 1
8
970 16 I
973 00
969 23 I
972 00
P
o�
1
967.18
97000
965 43 I
968 50
98185 I
993 25
977 72 I
988 17
975.71 I
986 14
96537 I
975.91
965 30 I
975 30
,
324
5 5
5 5
I 101
323
101
101
101
101
101
101
101
101
101
101
8
101
101
101
NMI
116
111
I®
111
111
MEM
109
115
112
15
112
115
112
111
112
112
115
115
111
115
112
115
112
112
I 115
112
121
116
102
112
115
112
112
115
112
115
112
115
115
111
115
112
111
112
213
210
213
210
213
210
213
210
213
213
210
213
210
I®
210
213
210
213
210
210
213
210
213
210
213
210
213
210
g
g g
g g
% U
~~^~~-
I 10
s--~~~~
``
~ ~~ ~~~~~
^^~ ^ ~�~~~ ~
-
- ~~
10
--~~~~.~~~ ~~~ ~ ~ ~.^.^~
I.IJ
Vi VII
NA ~-
~
lot I
''~~''-'
''
'-~~''~~
Black
� .
.
| |
� �
' �
^ � '
| . |
` '
' -
| '
^
/ i
- - - '
•
~~
� ' //
~-
/^'/
`
�`
| ~~�
|
|
| 7-1 /
' ^
F -' -- /
/ •
/ i
323
MEM
I 210
213
115
116
106
109
Lakeville MN4les Codes 1
Storm Sewer C8185
Storm Sewer C0 Rim
Sanitary Sewer Plug
Sanitary Sewer Service Wye
Waterline Tee -
Sandary Sewer Manhole Invert
Sanitary Sewer Manhole Rim
Waterline Curb Boa
Waterline Hydrant Valve
Water Meter Vault
Water Valve
/
'
/
/
,
/
!
^
!
|
�
'
`
/ �
' ���`
� � �
/
� � |
� |
'
'
•
//
~
/
/ ~^`
/ �
/
`� '
-� ^,
^x�
~^�'
| -
| �
I
| �
�
\
� )
^
' /
/
'
/
/
/
�--
' ---'
' ' �/
/ (
/ / ;
' ' ' /
| | |
1 �.
'
1 ` |
|
'
/ '
--~ '
' �
- ' 1
-- --- ---}
�� �
^ �
1 'I
/
| /
� '
� /
/ |
' ' '
/ � |
�-- --^
---�
/ |
�
/
|
�
/
/
)
-|
/
''
/`
�
|
|
'
1
.
|
|
'
|
|
'
|
|
|
�
/
|
| '
�
| |
' � '
|
'
--- ~_� '
--1
|�
-
| ---'
|
|- �� �|
�--- -
| |
| �
— --
�- -_
' - � '
/ |
| '
|
| |
` |
.
.
! /
/ �
1 , 1
/ �
� !
---
| � - !
| �
[_ '
` -- --�
--- ---�
' |
| '
|
--- --
- ' -
� �|
| |`
�- -- ---'---
/ � -'
|
---
�/
- '`
|
--^-'
� /-~
' ' / - - |
� ` --� ' Y ' -�- - �-
/ ~ /
._
- '/ � '� /I! / / / �
- --- / , /
`
i p
�
. _
--
| |
/
| �
|
L---
|
|
|
|
H
.
N�
'!
....
, /
��
{
�
'I , | '
`
| �
�
| -�-
| |
� �'-'- �
' | --
|
/ !
���
| |
r --�
��
'
.
|
�
|
i
�
|
|
�
| (
\ `
\
'
. L
`|
'|
/F --
`
`|
/|
/|
`
|�__L
^|
�
s
|
�
|
` ~
---
'----
�
|
' ��-_
�-��'�--
'
--
- /^
�
|
I
�
/
�
/ ��N�'
'
� �� _
� mx
m E 5
4, �
�'
` �
� .
N `
`
� . ' ~ ........... -
� / /-` . • '� -
' / / • I.
/ '
/ / �
� ' / '
` - - - , . / / 1 '
' �/
',, '
`.�
�� \.,
C=; `^`
��
NN |
41 ,..._
NN | `` �
- ``
�`
-^ °' --
`^
-~` _��
--_
�
|
|
|
|
-�^^�
' --'` `
/ / /
1 / / /
/ ' `'/ ^���
/ / ,
/ '` ` �
'` � ' �
-- / -. � '
_ / / . / `� ~`
'
( / / `
. , ' /;,. � -1
` .' / � `
`/ � , '�
' �
- � `
^ ' `
` \
` ` ' ' / `
^
` ~`
� ' r,
\ '~ ' ``
` ' . `
�
/
-- —
|
|
|
|
|
��
L_--
|
�
|
|
'
L- --
�
|
|
--
0
� �
~" �
Public Utility Coordinates
SHEET 5of7
For Review
June 11, 2012
�` —
��
' ���
�crn
��� p=
~ _
� ! ^ ��
�
Z 0 ��
�� - =�_ .c��
06/11/12
Fr if,
` ' '' ' `��
/ �'' �``� `
- ` '� '�` ..� --�
� ` .'- ' '� —. ` __' �_
�-� ''� , `�i/
'. '' -
_` \ _�
`
// / 1
: '/
.
^ '
` / ` '
^ '
'. ' '
11.
Pare[ and Tables Added
��
«
K
e
�
"
�-
` ~~�
sandy that tlm plan was prepared by me,
diteG supervise, and w, Iama
tierered enpneer under the Innatde
Ain esoia
____~-~---8K ''
�
` i
�� ~ `
�
.
�
p
g o Ksa0
3 °p ' o
a .:
f
3 a'S a �, 3 x °•
2. 3 a
w m
E s3
n pe ,• 3 _n 3 •
, 3
11;1
42 $aof
"001 s a .
Sa m 31
g °fir° °1
�S No 7 p vys
g ? 0 3
go c 8 Kid
Wg.0 Ki
a m
d 3
0
g • 503.
p y p m
a 2211
v [id
m
SI
$ l i 3 a 3-'!. °
5 Olt
W $p'nw 5
°
2..." 0
S - 3
n
3 �,�$
t
$ Q1 v 58
m 0 3 a O
O ap 5 O ( j
v o W a e a a. g Z ° g o n
3'
O
3 0 a S : p o 3 , 1"
a1 vg 2x1 4 ° 3 F = 0
o s g n 3 iH 1
33 • $ £o= s a i O
m p
p D g.' ft
° ' •� � a' a ° y g iio.
$a3 03i 3a 4.s
3 <? ° W C (1 N � •
O a* a n a
X38 R'
o g
w w 3 p a
a. n n
-�p3; 8 a
n
3*
0
k
n
s m,
3 e a
o
kg
o
0. w
3 22
• a g
° g nn
6
3
3 0
3
N ▪ TI
_ o
rrl < 3
m m (D
7 f o !"
, -
o
1
V
(DOD 4W u . ;..i -
11
0
w
8- a t , i.
7
� c
8 Q
�s1 n c pp°
( ?i 3 a6' &oa' 8g
o 5' s ,3 8 a . $
$ 3 k a 3
C "O 8 `4 ; a p p 8 • n $ s v C 3 3 a v
.2-Q 15 ffz G3 0 81 ° c a iS gq 6' . °i g
o a 3" S o f 3•z a° r TO (n ' a 3
3 =' p (
° a ° g ; s °s
0,1 is TI mg 3 Ws 2 &6 kW =ag 'o' r 6 o '
o o m 8 a < c a g a $• i5 8 3 1 o a 3, / a2 a n
10 8 ni ° p., al a " t.0 2 ° °
s 3 omo gal aaa 5
2 w �
o ;7145 j $ 3 0 , 4 m (� c°� 0° a om i ° E o O
o Q, p m 3
0 0- ? OO N ( K 3 122 i I n 0 113 0� m
° 3
3 oW $s a = = �� 3
g �a g w
g g " Fr g
2 • ° ' 8 0 3 8 $ s g3 1 gt$ a ; o g
° T § 3 0 3, °
3 o Fi $3a 58 1° 3: , °
5
i a ' S s n , s • - s 3 C ' "' C M n ° o s r a 0
° o f a P =
3 $ C E p • UQ q1 Z 3° 3 3 3. c
O a 5 a O p' s .7- a °
g � p ° R.
a I SO gg �• .0. 88 -3'; f o
� � p R • pig g s
$ l i g. R I : 3 a 8I. ' '� s S
a ° g° ` 08 X
uage m. z °
8 ° Y SZ• i38 1 I ll .
R5 ° Fig- - 'E -i T j i n
• ° e $ g w m w
P. g $
cr
0
N
n
II
0
N
O
f
E
N
c
a
lig 'Of
111
4 IF
•
111 i - 3
gf • Z
3<
0
O
Q
s 0 8
°
c
$ 3 R a ° i ° ° 8 8 .8
6 WI _ R \ � a i _ U -
a. <° 0 w 7 3 = 43 o = 3 * g 0 D A 7 5 ° 2° 3 a
8 a a � -g Q E ° i _
8. 3 yy83 '� 2 8 i li 3. 1 1 : 3 � N 1 ig! g
3 2. i!! a H n 3 o
s $ ( °D 3 - ° a m 3. R° T 3• a 3 �,3 0 3
a ' I p • � 2 • a l8 i a 1 k
2 p ^ i 544. 8 s a s 8
6 m5 °
3. ° ° R5- ° ° sag. w
o i ° m 8 3 E
p ¢ S"
a a 8 3 8 (- 7 a
Y a G t . 3 oo w j • a N S
✓ 03. ° g 3•
0
6 '0 3. I S a !g17 H
o pa 3 a 3' - a5n w
O
w 32 3,9 0 3 0 1 » ° o
�' g M
° 3 Y o 0. 3 a °x
n
gg
=
zg.
0
N 3
E
a
8
m
0
A
b
0 roa
8
3p
0
O
3
0
8
8
0
Figo =1R f 5' ,
s i p r, m Frig' g c m
O
1854 a p ' a . $ 3 0a a
. s p ' c S 3 pppma w O 3
tRi m
a ; g n 3 g 8
•
•
8
V
rt
0
3
fA-
z
0
3
a
n
0
0
•
•
•
@ 0
d 0
m
g6
O
0 a
a
7.
0*
0
o El
0 ° c
O
n
3 A
3
1
IS
3
j
w
o. p
x �
a
g
i g
a
F.
C O 0 C =1 A
0 3 p 3
1A 'Z O v a
a 3_ G 0
s 42 ip" .4 � @ 3.
23 G 0 0 2 6 = o
0 C 3 0
p ( • p ° a 13 3 � .
o�g$: s
21 0 g
� se
g
C3 G c 9.
R =5" n
0°4 a
Lo8 3
3 w A 05 of
a
O 6' 3 0
3 8.55g a
3 °
n I g a
Kagl
o
• sip_
O $ $
8 R3
ago0 a
315r 2
48u. 3
a3a
o a?' p,�
3 .-
o
m Dc
3
"s, 3
cD
C> a
1 -
1 1
1 • I t
;
t ,
; ; •
r t 1 I \
14 1
1/
r--
11 1 1 1
It
1
ttot
ree:71'
17-7 I
1 )
-
, f
1 ,1 r
1. t l• , I I
.
-
••.,,
tr 1 t 'i ,
tt - ti t
1,--
/
/
P 7 ------ 'r..
/ - 0'
t 3
I 1 t 1
, t , 1 t
r-N4 if
1/ i 11 I -- s ' i
) : i 1 , ,
1 1 '1 /
' I 1 ,,,t
----- L
„
1 \ t \
- N
rt—
't
,4• , N
-•• -
'3■
„ '•••
• • ,
s. >
• -
,,. ,
i1t, , , ,, „,
-
' ..o• 1 -o 1 ' !;4. "•,•' : '
,--'
4 •
„
1 . 1 .21
LN-1 • 1..19
1 1 I
t
1 1
1.
0
(-)
0
0
vg
jr• 1
s
Memorandum
To: Allyn Kuennen, Associate Planner
From: Mark DuChene, Development/Design Engineer Mt)
McKenzie Cafferty, Environmental Resources Manager
Copy: Dennis Feller, Finance Director
Gene Abbott, Building Official
Date: June 13, 2012
Subject: Stone Borough Fifth Addition
• Final Plat Review
• Grading Plan Review
• Utility Plan Review
BACKGROUND
City of Lakeville
Engineering
K.J. Walk, Inc. has submitted a final plat named Stone Borough Fifth Addition. This
is the second and final phase of the Stone Borough Fourth Addition preliminary plat
approved by the City Council on May 2, 2011. The proposed subdivision is located
east of Dodd Boulevard (CSAH 9); south of Golden Pond First Addition; north of the
South Branch of South Creek and Brookside Estates First Addition. The parent parcel
is Outlot A, Stone Borough Fourth Addition.
The final plat consists of sixteen single - family lots within two blocks on 4.47 acres.
Development of the site includes the extension of public storm sewer, site grading,
and public watermain and sanitary sewer.
The proposed development will be completed by:
Developer: K.J. Walk, Inc
Engineer: K.J. Walk, Inc
Surveyor: Rehder and Associates, Inc.
SITE CONDITIONS
Stone Borough Fifth Addition is located on land that was mass graded with the
development of Stone Borough Fourth Addition.
STONE BOROUGH FIFTH ADDITION
7uNE13,2012
PAGE 2 OF 7
STREET AND SUBDIVISION LAYOUT
Access to Stone Borough Fifth Addition will be from Hytrail Circle to the west and
Hyacinth Avenue to the north.
Hytrail Circle
Hytrail Circle is an existing roadway constructed as part of Stone Borough Second
Addition. It is designed as a 28 -foot wide local roadway within a 50 -foot wide right
of way.
Hyacinth Avenue
Hyacinth Avenue is an existing roadway constructed as part of Stone Borough
Second Addition. It is designed as a 28 -foot wide local roadway within a 50 -foot
wide right of way.
Hyalite Drive
Hyalite Drive is designed as a 28 -foot wide local roadway within a 50 -foot wide
right -of -way and 15 foot front drainage and utility easements. The developer will
dedicate right -of -way as shown on the final plat and Hyalite Drive will be
constructed from the west leg of Hytrail Circle to the north leg of Hytrail Circle.
Consistent with the previous phases of the Stone Borough development no sidewalk
construction will be required.
The City reserves the right to increase the street sections at the time of construction
based upon site conditions. Building permits, except one model home permit, for
Stone Borough Fifth Addition shall not be issued until the concrete curb and gutter
and bituminous base pavement have been installed.
CONSTRUCTION ACCESS
Construction access and egress for grading, public utility installation and street
construction must be from Dodd Boulevard (CSAH 9) at Hytrail Circle.
PARKS AND TRAILS
The Park Dedication requirement for all phases of the Stone Borough development was
satisfied with the dedication of the usable, upland area within Outlot B, Stone Borough.
A neighborhood park was constructed in Outlot B by the City in 2011.
STONE BOROUGH FIFTH ADDITION
JUNE 13, 2012
PAGE 3 OF 7
UTILITIES
SANITARY SEWER
Stone Borough Fifth Addition is located within subdistrict SC -10320 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 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 Stone Borough Fifth Addition includes the extension of public
sanitary sewer following the proposed right -of -way for Hyalite Drive and connection
to an existing 8 -inch sanitary sewer located within Hytrail Circle.
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 trunk area charge for the Stone Borough Fifth Addition plat has
been paid.
WATERMAIN
Development of Stone Borough Fifth Addition includes the extension of a public
watermain following the proposed right -of -way for Hyalite Drive and connection to
an existing 8 -inch watermain located within Hytrail Circle.
The proposed watermain layout is in accordance with the City's Comprehensive
Water Plan. Final locations and sizes of all watermain facilities will be reviewed by
City Staff with the final construction plans. In association with MnOPS requirements,
utility hook -ups for buildings within Stone Borough Fifth Addition will not be permitted
until the as -built electronic files have been submitted and approved by City staff.
DRAINAGE AND GRADING
Stone Borough Fifth Addition lies within Subdistricts SC -17 and SC -18 of the South
Creek Drainage District, as identified in the City's Water Resources Management
Plan. Runoff generated from within the site will be conveyed via storm sewer and
overland flow to the existing stormwater treatment and infiltration basin and
eventually discharging into South Creek. The stormwater treatment basin and
infiltration basin were constructed with previous phase improvements.
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
STONE BOROUGH FIFTH ADDITION
7UNE 13, 2012
PAGE 4 OF 7
embankments meet FHA /HUD 79G specifications. The developer must certify to the
City that all lots with footings placed on fill are appropriately constructed. Building
permits for Stone Borough Fifth Addition shall not be issued until a certified grading
plan has been submitted and approved.
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.
STORM SEWER
Storm water runoff from the public right -of -way and Tots constructed with the Stone
Borough Fifth Addition final plat will be conveyed via extensions of existing public
storm sewer facilities and directed to storm sewer treatment facilities previously
designed and constructed to accommodate the runoff in conjunction with previous
phases of the Stone Borough subdivisions.
Final storm sewer locations and sizes will be reviewed by City Staff with the final
construction plans. Drain tile service connections are required on all Tots as shown
on the plans and in all areas of non - granular soils. 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 parcel
and shall be paid in cash at the time of final plat approval. The Trunk Storm Sewer
Area Charge is calculated as follows:
194,713.20 s.f. x $0.167/s.f. = $32,517.10
Gross Area of Stone Area Charge Total
Borough Fifth Addition
WETLANDS
There are no wetland impacts associated with Stone Borough Fifth Addition.
TREE PRESERVATION
The site was previously graded; no additional trees will be impacted.
EROSION CONTROL
STONE BOROUGH FIFTH ADDITION
JUNE 13,2012
PAGE 5 OF 7
The developer is responsible for acquiring or revising the SWPPP for the site.
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.
SOUTH CREEK STORMWATER DISTRICT
The site falls within the South Creek Stormwater District and is subject to the
requirements of the South Creek Management Plan. The infiltration basin was installed
with the first phase and meets the requirement of containing 1 inches of runoff from
the impervious area within the development.
SECURITIES
The Developer shall provide a Letter of Credit as security for the Developer - installed
improvements relating to Stone Borough Fifth Addition. The construction costs are
based upon estimates submitted by the Developer's engineer on June 11, 2012.
CONSTRUCTION COSTS
Sanitary Sewer $ 31,532.00
Watermain 31,770.00
Storm Sewer 13,722.00
Street Construction 49,350.00
Site Grading, Erosion Control, Restoration and 7,500.00
Grading Certification
SUBTOTAL - CONSTRUCTION COSTS $ 132,874.00
OTHER COSTS
Developer's Design (6.0 %)
Developer's Construction Survey (2.5 %)
City's Legal Expense (0.5 %)
City Construction Observation (7.0 %)
Developer's Record Drawing (0.5 %)
Lot Corners
Streetlights
SUBTOTAL - OTHER COSTS
$ 7,732.44
3,221.85
644.37
9,021.18
644.37
1,600.00
2,700.00
$ 25,564.21
TOTAL PROJECT SECURITIES $ 159,438.21
The Developer shall post a security to ensure 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
STONE BOROUGH FIFTH ADDITION
JUNE 13, 2012
PAGE 6 OF 7
surveyor certifies that all irons have been placed following site grading, street and
utility construction.
The streetlight security totals $2,700.00, which consists of three post top streetlights
on Hyalite Drive.
CASH FEES
The Park Dedication requirement for Stone Borough Fifth Addition was satisfied
through land dedication provided with previous phases.
A cash fee for traffic control signs is due with this addition. Street signing consists
of two stop /street signs for a total of $1,030.00. If the street signs are installed
during frost conditions, the developer shall pay an additional $150.00 for each street
sign location.
The cash fee for one -year of streetlight operating expenses was paid in previous
phases.
The cash fee for one -year of surface water management expenses was paid in
previous phases.
A cash fee for the preparation of record construction drawings and for upgrading the
City base map shall be paid with the final plat and is calculated as follows:
16 lots and outlots x $75.00 /unit = $1,200.00
Lots and Outlots 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 $3,866.22.
CASH REQUIREMENTS
Trunk Storm Sewer Area Charge
Street Signs
City Base Map Updating Fee
City Engineering Administration (3.00 %)
TOTAL CASH REQUIREMENT
$32,517.10
1,030.00
1,200.00
3,866.22
$ 38,613.32
STONE BOROUGH FIFTH ADDITION
3UNE 13, 2012
PAGE 7 OF 7
RECOMMENDATION
Engineering recommends approval of the final plat, grading plan and utility plan for
Stone Borough Fifth Addition, subject to the comments within this report.