HomeMy WebLinkAbout5O - Hickory Shores
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MEETING DATE:
AGENDA #:
PREPARED BY:
AGENDA ITEM:
DISCUSSION:
CITY COUNCIL AGENDA REPORT
AUGUST 21,2006
50
JANE KANSIER, PLANNING DIRECTOR
CONSIDER APPROVAL OF A RESOLUTION APPROVING THE FINAL
PLAT AND DEVELOPMENT CONTRACT FOR THE HICKORY SHORES
Introduction
Tollefson Development, Inc., has filed an application for approval of a final plat
to be known as Hickory Shores. This plat is the first phase of the overall
Hickory Shores development. The plat consists of 80 acres to be subdivided
into 38 lots for townhouses and 36 lots for single family homes.
Historv
On May 15, 2006, the City Council adopted Resolution #06-074, approving the
preliminary plat for Hickory Shores. The resolution listed the following as
conditions of approval:
a. The developer must obtain the required permits from any other state or
local agency prior to any work on the site.
b. Revise the plans to address all of the Engineering comments in the
memorandum from Assistant City Engineer Larry Poppler dated March 9,
2006. All grading, hydrology and stormwater issues must be addressed
prior to any grading on the site.
c. The easement for the stormwater pond on the Gold property to the south
must be executed and recorded prior to any grading on the site.
d. The developer must provide a copy of the conservation easements, along
with detailed specifications of how this area will be delineated on the site.
e. As part of the final PUD plan, provide a table which will enable staff to track
the impervious surface on the site. Overall impervious surface may not
exceed the percentages shown on the plans.
f. As part of the park development, the developer is responsible for grading,
topsoil, turf establishment and construction of the trails to the specifications
provided by the City. In the area where a boardwalk will be utilized, the
developer must escrow the cost of this boardwalk, which will be
constructed by the City.
g. The developer must submit a cash contribution in an amount determined
by the City for the fishing pier as part of the development contract.
h. Provide street names unique to the City street naming system for all
streets.
i. The developer must submit a Letter of Credit in an amount equal to 125%
of the cost of the required replacement trees prior to any grading on the
site.
www.cityofpriorlake.com
Phone 952.440.9675 / Fax 952.440.9678
Current Circumstances
The final plat of Hickory Shores consists of approximately 80 acres to be
subdivided into 38 lots for townhouses, 36 lots for single family dwellings,
parks and outlots for future development.
Staff has reviewed the final plat and finds it to be in substantial compliance
with the approved preliminary plat.
ISSUES:
The principal requirements for final plat approval include a signed
Development Contract with surety for the installation of utilities and streets and
the satisfactory completion of all preliminary plat conditions. The Development
Contract requires a security, in the form of a Letter of Credit, of $2,157,601.00
for the construction of the public improvements. It further specifies
development fees of $680,257.00 for the platted lots. A copy of this
development contract is attached to this report.
The developer is also required to enter into a separate Contract for the
Development of Land as a Planned Unit Development. This contract will be
considered as a separate agenda item.
FINANCIAL
IMPACT:
Approval of this final plat will allow construction of new dwelling units, which
will contribute to the City's tax base. The required development fees are
deposited into the appropriate City accounts.
ALTERNATIVES:
The City Council has the following alternatives:
1. Adopt the resolution with conditions approving the final plat and
Development Contract for Hickory Shores.
2. Deny the resolution approving the final plat.
3. Defer this item and provide staff with specific direction.
Staff recommends Alternative #1.
RECOMMENDED
MOTION:
1. A motion and second to adopt a resolution approving the final plat and
Development Contract for Hickory Shores and authorizing the Mayor and
City Manager to sign the Development Contract.
1
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DEVELOPMENT CONTRACT
HICKORY SHORES
PROJECT #EP06-150
This DEVELOPMENT CONTRACT is entered into this 21st day of August, 2006, by and
between the CITY OF PRIOR LAKE, a Minnesota municipal corporation ("City"), and Tollefson
Development, Inc., a Minnesota corporation (the "Developer"). Based on the mutual promises and
covenants set forth herein, the sufficiency of which is not disputed, the City and the Developer (collectively
"Parties") agree as follows:
1. REOUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a Plat
for Hickory Shores (referred to in this Development Contract as the "Plat"). The land is legally described
as shown on attached Exhibit A which is incorporated herein as if fully set forth.
2. r;ONDITION.f\ OF PLAT APPROVAL. The City hereby approves the Plat on condition
that the Developer enter into this Development Contract, furnish the Security required by it, and record the
Plat and Development Contract with the County Recorder or Registrar of Titles within 90 days after the
City Council approves the final Plat.
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3. RIGHT TO PROCEED. Within the Plat or land to be platted, the Developer may not
construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until
all the following conditions have been satisfied: 1) this Development Contract has been fully executed by
both parties, 2) the necessary security, development fees and insurance have been received by the City, and
3) the City Engineer or Designee has issued a letter that all conditions have been satisfied and that the
Developer may proceed. The foregoing restriction on the Developer's "Right To Proceed" does not apply
to grading or other approvals set forth in Resolution No. 06-074, dated May 15, 2006, approving the
Preliminary Plat for Hickory Shores.
4. PHASED DEVELOPMENT. If the Plat is a phase of a multiphased preliminary Plat, the
City may refuse to approve Final Plats of subsequent phases if the Developer has breached this
Development Contract or any terms or conditions set out in the Resolution approving the Final Plat and the
breach has not been remedied. Development of subsequent phases may not proceed until the City approves
Development Contracts for such phases. Fees and charges collected by the City in connection with
infrastructure, public improvements and parkland dedication requirements 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 subdivided into lots and
blocks.
5. PREliMINARY PLAT STATUS. If the Plat is a phase of a multiphased preliminary Plat,
the Developer shall submit a Staging Plan for City Council approval which may allow the Developer more
than one (1) year to subdivide the property into lots and blocks.
6. DEVELOPMENT PLANS. The Plat shall be developed in accordance with the Plans
identified below. The Plans shall be approved by the City Engineer prior to consideration of the Final Plat
and Developer's Contract by the City Council. The plans shall not be attached to this Development
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Contract, but are incorporated by reference and made a part of this Development Contract as if fully set
forth herein. If the plans vary from the written terms of this Development Contract, the more specific or
stringent controls shall apply. The Plans are:
Plan A --
Final Plat Dated August 15,2006 (Prepared by John Oliver and Associates)
Plan B --
Final Grading, Development, and Erosion Control Planes) Dated June 14,
2006 (Prepared by John Oliver and Associates)
Plan C --
Tree Preservation and Replacement Plans Dated June 26, 2006 (Prepared by
John Oliver and Associates, Inc.)
Plan D --
Landscaping Plan Dated June 26, 2006 (Prepared by John Oliver and
Associates, Inc.)
Plan E --
One set of Plans and Specifications for Developer Installed Improvements
Stamped "Approved by City Engineer" (Prepared by John Oliver and
Associates)
All plans set forth above are incorporated herein and made part of this Development Contract.
7. DEVELOPER INSTAT11?D IMJ!BOVEMENTS. The Developer shall install and pay for
the following:
A. Sanitary Sewer System
B. Water System
C. Storm Sewer
D. Streets
E. Concrete Curb and Gutter
F. Street Lights
G. Site Grading and Ponding
H. Underground Utilities
I. Traffic Control Signs
1. Street Signs
K. Setting of Iron Monuments
L. Sidewalks and Trails
M. Landscaping
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N. Wetland Buffer Signage
O. Ida Circle Connection
The Developer Installed Improvements shall be installed in accordance with the City's Subdivision
Ordinance, City standard specifications for utilities and street construction, the City's Public Works Design
Manual, and any other applicable City ordinances, all of which are incorporated herein by reference. The
Developer shall submit plans and specifications, which have been prepared by a Minnesota registered
professional civil engineer to the City for approval by the City Engineer. The Developer shall obtain all
necessary permits and approvals from any other agencies having jurisdiction before proceeding with that
aspect of the construction as it relates to that permit. The Developer, its contractors and subcontractors,
shall follow all instructions received from the City's authorized personnel. The Developer or the
Developer's engineer shall schedule a preconstruction meeting with all parties concerned, including the
City staff, to review the program for the construction work. In accordance with Minnesota Pipeline Safety
law revisions effective January 1, 2006 the Developer will be responsible for installing a tracer wire
mechanism for all service lines in public right-of-way. The proposed tracer mechanism shall be approved
by the City prior to installation. All costs associated with furnishing and installing the tracers shall be the
Developer's responsibility. Before the Security for the completion of utilities is released, iron monuments
must be installed in accordance with Minn. Stat. ~505.02. The Developer's surveyor shall submit a written
notice to the City certifying that the monuments have been installed.
8. DEVELOPER INSTAT.T.RD IMPROVEMENTS. The Developer shall install and pay for
sanitary sewer, watermain, storm sewer and street improvements for the Ida Circle connection as shown on
the approved construction plans.
9. .cONSI.B1JCYON !}BSERVATION. The City's authorized personnel shall provide
construction observation during the installation of the Developer Installed Improvements in accordance
with the Public Works Design Manual. These services by the City shall include:
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A. Construction observation during installation of required Developer Installed
Improvements, which include grading, sanitary sewer, watermain, storm sewer/ponding and street system.
B. Documentation of construction work and all testing of Developer Installed
Improvements.
C. Field document as-built location dimensions for sanitary sewer, watermain and
storm sewer facilities. The Developer's Engineer is responsible for data collection and preparation of as-
built record plans.
10. DEVELOPER PROVIPED CONST/!..uCUQN SERVK:E.S.. The Developer shall be
responsible for providing all other construction services including, but not limited to:
A. Construction surveying
B. As-built drawings of grading plans.
C. As-built record drawings showing location, dimensions and elevations of all utility
improvements, including but not limited to top nut of hydrants, manhole rims, manhole inverts. (Field tie
dimensions to sewer and water services shall be provided to the Developer's Engineer, by City staff or City
consultants.) As-built record drawings shall follow the requirements set forth in the Public Works Design
Manual (PWDM). The as-built record drawings shall be submitted to the City for approval within six (6)
months of substantial base pavement course placement.
D. Project Testing: The Developer is responsible, at the Developer's sole cost, to
provide testing to certify that Developer Installed Improvements were completed in compliance with the
approved final plans and specifications. The personnel performing the testing shall be certified by the
Minnesota Department of Transportation. The City Engineer has the sole discretion to determine if
additional testing is necessary. The cost of additional testing is to be paid by the Developer.
E. Lot corners and monuments.
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11. SUBDIVISION MONUMENTS. The Developer shall install all subdivision
monumentation within one (I) year from the date of recording the plat, or the monumentation shall be
installed on a per lot basis at the time the building permit for the subject lot is issued, whichever occurs
first. At the end of the one (I) year period from recording of the Plat, the Developer shall submit to the
City Engineer written verification by a registered land surveyor that the required monuments have been
installed throughout the plat.
12.
TIME OF PERFORMANCE.
The Developer shall install all required public
improvements by December 31, 2007, with the exception of the final wear course of asphalt on streets.
The final wear course on streets shall be installed the first summer after the base layer of asphalt has been
in place for one freeze thaw cycle. If necessary, the Developer and the City shall consult about an
extension of time. If an extension is granted, it shall be in writing and conditioned upon updating the
Security posted by the Developer to reflect cost increases and the extended completion date.
13. UCENSE. The Developer hereby grants the City, its agents, employees, officers and
contractors a non-revocable license to enter the Plat to perform all work and inspections deemed
appropriate by the City in conjunction with the development of the Plat.
14. EROSION COl:iIRO~.
A. Prior to initiating site grading, the erosion control plan, Plan B, and Stormwater
Pollution Prevention Plan (SWPPP) shall be implemented by the Developer and inspected and approved
by the City. The City may require the Developer, at no cost to the City, to install additional erosion
control measures if they are necessary to meet erosion control objectives. All areas disturbed by the
excavation and backfilling operations shall be reseeded immediately after the completion of the work in
that area. All seeded areas shall be 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
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with the erosion control plan and schedule or supplementary conditions imposed by the City, 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. The Developer shall be solely responsible for any
costs incurred by the City for erosion control measures. The Developer shall fully reimburse the City for
any cost incurred within ten (10) days of the date of the City's invoice. If the Developer does not
reimburse the City for any cost the City incurred for such work within ten (10) days, the City may,
without further notice to the Developer, draw down the Irrevocable Letter of Credit to pay any costs. No
development, utility or street construction will be allowed unless the Plat is in full compliance with the
erosion control requirements. Due to the time sensitive nature of providing for erosion control, the
notice provisions set out in Paragraph 41 shall not apply to notifications to the Developer under this
paragraph.
B. The Developer shall seed or lay cultured sod in all boulevard areas behind curb
within thirty (30) days, or within a timeline established by the City Engineer, of the completion of street
related improvements (sod does not need to be installed in areas of buildable lots where silt fence is
required behind curbs).
C. The Developer shall restore all other areas disturbed by the development grading
and construction operations within this time period.
D. Boulevard and disturbed area restoration shall be in accordance with the approved
Plan Band SWPPP. (No building permits will be issued until the Developer has installed silt-fence
behind the curb of all buildable lots). It is expressly understood that once silt fence has been installed it
shall be become the builders' responsibility to maintain the silt fence, unless the silt fence is damaged by
the Developer's utility contractors.
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15. CLEAN fT/!... The Developer shall clean dirt and debris from streets that has resulted from
any and all construction work by the Developer, homebuilders, contractors and 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. If the Developer fails to perform the
required clean up within 24 hours of receiving instructions and notice from the City, the City, without
further notice, will perform the work and charge the associated cost to the Developer. If the Developer
does not reimburse the City for any cost the City incurred for such work within ten (10) days of receipt of
the invoice, the City may draw down, without further notice, the Irrevocable Letter of Credit to pay any
costs incurred by the City. Due to the time sensitive nature of clean up, the notice provisions set out in
Paragraph 41 shall not apply to notifications to the Developer under this paragraph.
16. GRADING PLAN.
A. The Plat shall be graded in accordance with the approved grading, development and
erosion control planes), (Plan B). The plans and work shall conform to the requirements set forth in the
City of Prior Lake Public Works Design Manual.
B. As-builts. Before the City releases the Grading Security, the Developer shall
provide the City with an as built grading plan and a certification by a registered land surveyor or engineer
that all ponds, swales, and ditches have been constructed on public easements or land owned by the City.
The as built plan shall include field verified elevations of the following: a) cross sections of ponds, b)
location and elevations along all swales and ditches, and c) lot corners and house pads. The City may
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 shall also
submit a lot tabulation certified by a registered engineer showing that all pads have been corrected in
accordance with project specifications.
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17. OWNERSHIP OF DEVELOP~R INSTALLED IMPRgVEMENTS. Upon completion
of the Developer Installed Improvements required by this Development Contract; (I) final written
acceptance by the City Engineer and, (2) adoption of a resolution of acceptance by the City Council, the
improvements lying within public right-of-way and easements shall become City property. The Developer
shall be responsible for all pond maintenance until written acceptance by the City of the Developer installed
improvements.
18. STREET MAINTENANCE.. Developer shall be responsible for all street maintenance
until final written acceptance by the City of the Developer Installed Improvements. All private street
maintenance shall remain the Developer's and homeowners association in perpetuity. Waming signs and
detour signs, if determined to be necessary by the City Engineer, shall be placed when hazards develop in
streets to prevent the public from traveling on same and directing attention to detours. If and when streets
become impassable, such streets shall be barricaded and closed. For the purpose of this subparagraph,
"street maintenance" does not include snow plowing or normal sweeping.
19. CONSTRUCTION ACCE..S..S... Construction traffic access and egress for grading, public
utility construction, and street construction is restricted to Village Lake Drive. No construction traffic is
permitted on the adjacent local streets.
20. IMPROVEMENTS RE01l1RED BEFORE ISSUANCE OF BUIWING PERMITS.
A. Grading, utilities, curbing, and one lift of bituminous shall be installed on all streets
providing access and adjacent to a lot prior to issuance of any building permits for that lot. Grading as-
builts for the proposed building permit shall be approved prior to issuance of a building permit. Before a
building permit will be issued a minimum of one (I) active fire hydrant within 300 feet of the unit must be
available for fire protection. If building permits are issued prior to the acceptance of the Developer
Installed Improvements, the Developer assumes all liability and costs incurred as a result of the delays in
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completion of the Developer Installed Improvements; including damages to Developer Installed
Improvements caused by the Developer, its contractors, subcontractors, material men, employees, agents or
third parties.
B. A temporary or permanent Certificate of Occupancy shall not be issued for any
building in the plat until water and sanitary sewer improvements have been installed and the streets have
been completed and the first lift of bituminous has been placed and said improvements have been inspected
and determined by the City to be available for use.
21. CIIY A()MINISTRATION. The Developer shall pay a fee for City administration. City
administration will include all activities necessary to implement this Developer's Contract. These activities
include, but are not limited to, preparation of the Development Contract, consultation with Developer and
its Engineer on the status of or problems regarding the development of the Plat, project monitoring during
the warranty period, processing of requests for reduction in security, and any consulting or legal fees
incurred by the City. Fees for this service shall be four percent (4%) of the estimated construction cost as
detailed in Exhibit E, less oversizing costs outlined in Exhibit D, assuming normal construction and project
scheduling. Extraordinary costs incurred by the City over and above the four percent (4%) Administration
fee shall be billed to the Developer. Extraordinary costs are defined as costs resulting from change orders
applied to the project and costs incurred as a result of unknown conditions at the time of design, project
delays, or costs incurred in enforcing the terms of this Development Contract.
22. Cl1'Y CONSJ'RllCIJ11N OBSEBVA TJ{}N. Construction observation shall include, but is
not limited to, part or full-time inspection of proposed grading, public utilities and street construction and
City consultant expenses. The Developer shall deposit an amount equal to five percent (5%) of the
estimated construction cost, less oversizing costs outlined in Exhibit D, for construction observation
performed by the City's authorized personnel. This amount shall be maintained by the City in escrow until
final acceptance of all Developer Installed Improvements by the City. Any balance remaining in the
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escrow account will be returned to the Developer at that time. Extraordinary costs incurred by the City
over and above the five percent (5%) Construction Observation fee shall be billed to the Developer.
Extraordinary costs are defined as costs resulting from change orders applied to the project, project delays
or costs incurred as a result of unknown conditions at the time of design.
23. TRJj}VK STORMWA1J!,R ACREAGE Cl:lAftGE,= The Developer shall pay a trunk
stormwater acreage charge of $82,947.00 for trunk stormwater improvements prior to the City signing the
final Plat. The amount was calculated as follows: 29.73 acres at $2,790.00 per acre. This charge was
determined by the Trunk Storm Water Fee Study adopted by City Council Resolution # 05-18 on January
18,2005.
24.
TRUNK WATE(l ACREAGE CHARGE. A trunk water acreage charge of $163,515.00
shall be paid by the Developer for trunk watermain improvements prior to the City signing the final Plat.
The amount was calculated as follows: 29.73 acres at $5,500.00 per acre. This charge was determined by
the Trunk Water System Fee Study adopted by the City Council Resolution #05-07 on January 3,2005.
25. TRUNK SANITARY SEWER Af:REAGE CHARGE. A trunk sanitary sewer trunk area
charge of $90,379.00 shall be paid by the Developer for sanitary sewer trunk improvements prior to the
City signing the final Plat. The amount was calculated as follows: 29.73 acres at $3,040.00 per acre. This
charge was determined by the Trunk Sanitary Sewer Fee Study adopted by City Council Resolution on #05-
18 on January 18,2005.
26. STREET OVERSIZE ACREAGE CHARGE. The Developer shall pay a street oversize
acreage charge of $146,272.00 for street oversizing improvements prior to the City signing the final Plat.
The amount was calculated as follows: 29.73 acres at $4,920.00 per acres. This charge was determined by
the Transportation Plan Fee Study adopted by City Council Resolution #05-18 on January 18,2005.
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27. SANITARY SEWER AND WATER CONNECTION CHARGE. The Developer shall pay
a sanitary sewer and water connection charge of $18,000.00 for connection to the sanitary sewer and water
systems prior to the City signing the final plat. The amount was calculated as follows: 150' at $120.00 per
front foot.
28. PARK AND TRAIL DEDICATION. The Developer shall dedicate to the public the area
identified as "Park" on the Final Plat. This area satisfies the parkland dedication requirements for the entire
Hickory Shores development.
As part of the park development, the developer is responsible for grading, topsoil, turf
establishment and construction of the trails to the specifications provided by the City. The boardwalk
section of the trail will be constructed by the City. The Developer is responsible for escrowing the cost of
the boardwalk materials and construction.
29. BOARDWALK CONSJ'RllC'flfl!!l. The Developer shall escrow of $28,500.00 for the
construction of the boardwalk section of the trail. This amount shall be maintained by the City in escrow
until the construction of the boardwalk is completed and final acceptance of all Developer Installed
Improvements by the City. Any balance remaining in the boardwalk escrow account will be returned to
the Developer at that time.
30. STREET UGHT.f\ ANf) OPERATIONAL CO~ The Developer is responsible for the
installation of the street lighting. The Developer shall pay the full capital cost of every light to be installed;
this includes poles, fixtures, underground wiring, and all appurtenant work. The Developer shall pay
operation and maintenance for the streetlights until the City accepts the Developer Installed Improvements,
at which time the billing shall be transferred to the City. The street light plan must be acceptable to the
City Engineer and in accordance with the Public Works Design Manual.
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31. lANDSCAPING. In accordance with the City Subdivision Ordinance, each single family
residential lot in the Plat must have at least two (2) front yard trees. The Developer or lot purchaser shall
plant the two (2) front yard trees on every lot in the Plat that does not already meet this requirement at the
time of the building permit. The Developer or lot purchaser shall sod the front yard, boulevard, and side
yards to the rear of every structure on every lot prior to the issuance of the final certificate of occupancy. If
this section is to be satisfied by existing trees, a tree protection security ("escrowed funds") may also be
required. If the required landscaping is not installed, the City is granted a license to enter upon a lot and
install the landscaping using the escrowed funds deposited by the builder at the time the building permit
was issued. Upon satisfactory completion of the landscaping, the escrowed funds less any draw made by
the City, shall be returned to the person who deposited the funds with the City.
Landscaping for the townhouse portion of this Plat shall comply with Plan D. The cost of the
landscaping requirements shall be provided by the Developer, subject to approval by the City. Subject to
approved Plan D, the Developer shall provide a financial guarantee based on an amount equal to 125% of
the estimated cost, as set out in Plan D, to furnish and plant the required landscaping and irrigation system.
The City shall maintain the Security for at least one (I) year after the date the last replacement tree has
been planted. At the end of such year, or such longer period as the City determines to be reasonable, the
portion of the Security equal to 125% of the estimated cost of the replacement trees, which are alive and
healthy may be released. Any portion of the Security not entitled to be released shall be maintained and
shall secure the Developer's obligation to remove and replant replacement trees, which are not alive or are
unhealthy, and to plant missing trees. Upon completion of the replanting or planting of these trees, the
Security shall be maintained for at least one (I) year after the date of the replanting or planting of these
trees. If, at the end of this period, all of the required trees are alive and healthy, the entire Security may be
released.
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32. TREE PRESERVATION AND REPLACEMENT.. Subject to approved Plan C, and to the
provisions of Section 1107.2100 of the City Zoning Ordinance, the Developer shall provide a financial
guarantee based on an amount equal to 125% of the estimated cost to furnish and plant the replacement
trees.
33. ~ECUI1lIT. To guarantee compliance with the terms of this Development Contract,
payment of the costs of all Developer Installed Improvements, and construction of all Developer Installed
Improvements, the Developer shall furnish the City with an Irrevocable Letter of Credit in an amount equal
to 125% of the estimated Developer Improvement Costs. The Irrevocable Letter of Credit ("Security")
shall be in the form attached hereto as Exhibit B, from a bank for $2,157,601.00. The amount of the
Security was calculated as follows:
DEVELOPER INSTALLED IMPROVEMENTS COSTS:
Sanitary Sewer $ 254,533.00
Watermain $ 289,051.00
Storm Sewer $ 330,158.00
Streets (through base bituminous) $ 535,147.00
Street (wear course paving) $ 92,022.00
Street Signs $ 1,000.00
Landscapingffree Preservation and Replacement $ 224,150.00
Grading/Erosion Control $ 0.00
(security provided with Grading Permit #06-G-04)
ESTIMATED DEVELOPER INSTALLED IMPROVEMENTS SUBTOTAL $ 1,726,081.00
X 1.25
TOTAL FOR IRREVOCABLE LETTER OF CREDIT AMOUNT $ 2,157,601.00
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This breakdown is for historical reference; it is not a restriction on the use of the Security. The
bank on which the Irrevocable Letter of Credit is drawn shall be subject to the approval of the City. The
bank shall be authorized to do business in the State of Minnesota with a principal branch located within the
seven County Twin City Metropolitan area. The Security shall be for a term ending December 31, 2007
unless otherwise approved by the City Engineer. The Irrevocable Letter of Credit shall automatically renew
for successive one-year terms unless, at least forty-five (45) days prior to the next annual renewal date
(which shall be January 1st of each year), the Bank delivers written notice to the Prior Lake City Manager
that it intends to modify the terms of, or cancel, the Irrevocable Letter of Credit. Written notice is effective
if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior
to the next annual renewal date addressed as follows: Prior Lake City Manager, Prior Lake City Hall,
16200 Eagle Creek Avenue, Prior Lake, Minnesota 55372-1714, and is actually received by the City
Manager at least forty-five (45) days prior to the renewal date. If the required Developer Installed
Improvements are not completed at least thirty (30) days prior to the expiration of the Security, the City
may draw on the Irrevocable Letter of Credit. If the Security is drawn down, the proceeds shall be used to
cure the default.
34. REDUCTlf}jV OE-SECll81IX.. Upon receipt of proof satisfactory to the City that the
required portions of the Developer installed improvements have been satisfactorily completed and financial
obligations to the City have been satisfied, the Security may be reduced by seventy-five percent (75%) of
the financial obligations that have been satisfied upon written authorization by the City Engineer. Any
requests for reductions in the Security must be made in writing to the City Engineer and must be
accompanied by lien waivers from any contractor or subcontractor for the Developer. Twenty-five percent
(25%) of the Security shall be retained until all Developer Installed Improvements and other obligations
under this Development Contract have been completed, including, but not limited to, all financial
obligations to the City, and the receipt of all required as-built street, utility and grading plans by the City.
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Page 15
Once the City has accepted the project, as-builts have been completed, all punch list items are completed
and warranty bonds submitted, the Irrevocable Letter of Credit may be reduced to 5%. Upon completion of
the warranty period the 5% Irrevocable Letter of Credit may be released. In no event shall the five
percent (5%) Security be released until the Developer provides the City Engineer with a certificate from the
Developer's registered land surveyor stating that all irons have been set following site grading and utility
and street construction.
35. CITY DEVELOPMENT FEES. The Developer shall also furnish the City with a cash fee
of $680,257.00 for City Development Fees. The amount of the cash fee was calculated as follows:
CITY DEVELOPMENT FEES:
City Administration Fee (4%) $ 66,953.00
City Construction Observation (5%) $ 83,691.00
Trunk Stormwater Acreage Charge $ 82,947.00
Trunk Water Acreage Charges $ 163,515.00
Trunk Sanitary Sewer Acreage Charges $ 90,379.00
Street Oversize Acreage Charge $ 146,272.00
Park and Trail Dedication Fee (if in lieu of land) $ 0.00
Sanitary Sewer and Water Connection Charge $ 18,000.00
Boardwalk Escrow $ 28,500.00
TOTAL CITY DEVELOPMENT FEES $ 680,257.00
36. _WARRANTY. The Developer warrants all Developer Installed Improvements required to
be constructed by it pursuant to this Development Contract against poor material and faulty workmanship.
The Developer shall post warranty bonds in the amount of twenty-five (25%) of the improvements as
security. The warranty period for streets is one (I) year. The warranty period for underground utilities is
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Page 16
one (1) year. The warranty period on Developer Installed hnprovements shall commence on the date the
City Council adopts a resolution accepting the improvements. All punch list items must be completed and
"as-built" drawings received prior to the commencement of the warranty period. The retained Security may
be used by the City to pay for warranty work. The City standard specifications for utilities and street
construction identify the procedures for final acceptance of streets and utilities. These standards are set out
in the Public Works Design Manual.
37. OVERSIZING. City and Developer agree that the Developer Installed hnprovements
should be oversized for the benefit of future development. Oversizing is the construction of a Developer
Installed hnprovement to City specifications that exceeds those that would otherwise be required of the
Developer. Oversizing improvements include, but are not limited to, sanitary sewer, water, storm drainage
facilities, and road improvements. If the City Engineer determines that oversizing is required, the City
shall reimburse the Developer for the costs associated with this work and as approved in this contract. City
and Developer agree that the cost of system oversizing to be reimbursed to the Developer is $52,266.00
based upon a cost estimate by the City Engineer as determined by the Developer's engineer's estimate to be
provided by the Developer and application of the City's Assessment Policy based on a final engineering
design. If the Developer does not obtain competitive bids for the work the City Engineer may reject the
estimate prices and use competitive bid prices obtained from recent city projects. No additional oversizing
compensation relating to this Development Contract shall be made unless approved in writing by the City
Engineer and approved by the City Council. It is the Developer's responsibility to provide accurate
estimates in accordance with the approved construction plans. The calculation for oversizing is attached as
Exhibit D.
38. CLAIMS.
A. City Authorized to Commence Interpleader Action. In the event that the City
receives claims from labor, materialmen, or others that work required by this Development Contract has
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Page 17
been performed, the sums due them have not been paid, and the laborers, materialmen, or others are
seeking payment from the City, the Developer hereby authorizes the City to commence an Interpleader
action pursuant to the Minnesota Rules of Civil Procedure for the District Courts, to draw upon the
Irrevocable Letter of Credit Security in an amount up to one-hundred twenty-five percent (125%) of the
claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall
release, discharge, and dismiss the City from any further proceedings as it pertains to the Irrevocable
Letters of Credit deposited with the District Court, except that the Court shall retain jurisdiction to
determine attorneys' fees pursuant to this Development Contract.
B. Prompt Payment to Subcontractors Required. The Developer shall pay any
subcontractor within ten (10) days of the Developer's receipt of payment by the City for undisputed services
provided by the subcontractor. If the Developer fails within that time to pay the subcontractor any
undisputed amount for which the Developer has received payment by the City, the Developer shall pay
interest to the subcontractor on the unpaid amount at the rate of one and one-half percent (1.5%) per month
or any part of a month. The minimum monthly interest penalty payment for an unpaid balance of one-
hundred dollars ($100) or more is ten dollars ($10). For an unpaid balance of less than one-hundred dollars
($100), the Developer shall pay the actual interest penalty due to the subcontractor. A subcontractor who
prevails in a civil action to collect interest penalties from the Developer shall be awarded its costs and
disbursement, including attorney's fees incurred in bringing the action, from the Irrevocable Letter of Credit
or other security provided by the Developer to the City. (See Minn. Stat. ~471.425, Subd. 4a.)
39. RESPONSIBIliTY FOR COSIS..
A. The Developer shall reimburse the City for costs incurred in the enforcement of this
Development Contract, including engineering and attorneys' fees.
B. Except as provided in Paragraphs 15 and 16 of this Development Contract, the
Developer shall pay in full all bills submitted to it by the City for obligations incurred under this
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Page 18
Development Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may
issue a stop work order until the bills are paid in full.
40. DEVELOPER'S DEFAULT.
A. Definition. In the context of this Development Contract, "Event of Default" shall
include, but not be limited to, anyone or more of the following events: (1) failure by the Developer to pay,
in a timely manner, all real estate property taxes and assessments with respect to the development property;
(2) failure by the Developer to construct the Developer Installed Improvements pursuant to the terms,
conditions and limitations of this Development Contract; (3) failure by the Developer to observe or perform
any covenant, condition, obligation or agreement on its part to be observed or performed under this
Development Contract; (4) transfer of any interest in the Plat without prior written approval by the City
Council. (For the purpose of this paragraph 40) The sale of a lot, except an outlot, to a builder is not an
event of default); (5) failure to correct any warranty deficiencies; (6) failure by the Developer to reimburse
the City for any costs incurred by the City in connection with this Development Contract; (7) failure by the
Developer to renew the Irrevocable Letter of Credit at least forty-five (45) days prior to its expiration date;
(8) receipt by the City from the Developer's insurer of a notice of pending termination of insurance; (9) a
breach of any material provision of this Development Contract. With respect to this paragraph, "material
provision" shall be construed broadly to offer the City the fullest protection and recourse possible.
B. Event of Default. Remedies. Whenever an Event of Default occurs, the City, after
providing the Developer with ten (10) days written notice in accordance with the terms of Paragraph 41 of
this Development Contract, may take anyone or more of the following actions:
I. The City may suspend its performance under this Development Contract.
2. The City may cancel or suspend this Development Contract.
3. The City may draw upon or bring action upon any or all of the Securities
provided to the City pursuant to any of the terms of this Development Contract.
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4. The City may take whatever action, including legal or administrative action,
which may be necessary or desirable to the City to collect any payments due under this Development
Contract or to enforce performance and/or observance of any obligation, agreement or covenant of
development under this Development Contract.
5. The City may suspend issuance of building permits and/or certificates of
occupancy on any of the lots in this Plat.
6. The City may draw upon the Irrevocable Letter of Credit if the City receives
notice that the bank elects not to renew the Irrevocable Letter of Credit.
7. The City may, at its option, install or complete the Developer Installed
Improvements using the Irrevocable Letter of Credit to pay for the related costs.
8. Any fees incurred by the City associated with enforcing any of the
provisions set out in sections 1-7 above shall be the sole responsibility of the Developer.
C. Election of Remedies. None of the actions set forth in this Section are exclusive or
otherwise limit the City in any manner.
41. NOTICES. Whenever any paragraph in this Development Contract, with the exception of
paragraphs IS and 16, requires Notice to be provided to the Developer, the notice shall include the
following: (I) the nature of the breach of the term or condition that requires compliance by the Developer,
or the Event of Default that has occurred; (2) what the Developer must do to cure the breach or remedy the
Event of Default; and (3) the time the Developer has to cure the breach or remedy the Event of Default.
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:
Tollefson Development, Inc., 20520 Keokuk A venue, Suite #200, Lakeville, MN 55044. Notices to the
City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by
certified mail in care of the City Manager at the following address: City of Prior Lake, 16200 Eagle Creek
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Page 20
Avenue, Prior Lake, Minnesota 55372-1714. Concurrent with providing Notice to the City, Notice(s) shall
be served upon the City Attorney Suesan Lea Pace, Esq. at Halleland Lewis Nilan & Johnson, US Bank
Plaza, 220 South Sixth Street, Suite 600, Minneapolis, Minnesota, 55402-450 I.
42. !NDEMNIFICATION. Developer shall indemnify, defend, and hold the City, its Council,
agents, employees, attorneys and representatives harmless against and in respect of any and all claims,
demands, actions, suits, proceedings, liens, losses, costs, expenses, obligations, liabilities, damages,
recoveries, and deficiencies, including interest, penalties, and attorneys' fees, that the City incurs or suffers,
which arise out of, result from or relate to this Development Contract. The responsibility to indemnify and
hold the City harmless from claims arising out of or resulting from the actions or inactions of the City, its
Council, agents, employees, attorneys and representatives does not extend to any willful or intentional
misconduct on the part of any of these individuals.
43. NO THIRD PARTY RECOUR~ The City and Developer agree that third parties shall
have no recourse against the City under this Development Contract. The Developer agrees that any party
allegedly injured or aggrieved as a result of the City's approval of the Plat shall seek recourse against the
Developer or the Developer's agents. In all such matters, including court actions, the Developer agrees that
the indemnification and hold harmless provisions set out in Paragraph 42 shall apply to said actions.
44. INSURANCE REQUIREMENTS. Developer, at its sole cost and expense, shall take out
and maintain or cause to be taken out and maintained, until the expiration of the warranty period(s) on the
Developer Installed 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 $1,000,000 for one person and $2,000,000 for each occurrence; limits for
property damage shall be not less than $500,000 for each occurrence; or a combination single limit policy
1:\06 files\06 subdivisions\final\hickory shores\final development contract.doc
Page 21
of $1,000,000 or more. The City shall be named as an additional insured on the policy, 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 thirty (30) days advance written notice of the cancellation of the
insurance. The Certificate shall be in the form attached hereto as Exhibit C. All insurance certificates shall
have expiration dates falling on June 30th or December 31 st of each year. Each insurance certificate shall
have the project name and City project number clearly shown.
45. ~.r;l1.RDI1Y-G DEVELOPMENT CONTRACT. This Development Contract shall run
with the land. The Developer, at its sole cost and expense, shall record this Development Contract against
the title to the property within ninety (90) days of the City Council's approval of the Development
Contract. The Developer shall provide the City with a recorded copy of the Development Contract. 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 Development 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 indemnifies and holds the City harmless for any
breach of the foregoing covenants.
46. SPECIAL PROVISIONS. The following special provisions shall apply to Plat
development:
A. Compliance with all of the conditions listed in the Resolution approving the final
Plat.
B. The Developer is required to submit the final Plat in electronic format. The
electronic format shall be compatible with the City's current software. In addition upon completion of the
project the Developer shall provide the City with as-built utility plans in electronic format compatible with
the City's current software and with layers, colors and line-types formatted in accordance with City
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Page 22
standards. Additionally three (3) full size (22x34 inch) paper copies and one (1) reduced (1lx17 inch) copy
shall be certified and submitted to the City.
C. The Developer hereby waives any claim against the City for removal of signs placed
in the right-of-way in violation of the City Zoning Ordinance and State Statutes. The City shall not be
responsible for any damage to, or loss of, signs removed pursuant to this provision.
47. MlSCET1ANEOUS,.
A. Compliance With Other Laws. The Developer represents to the City that the Plat
complies with all 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. Severability. If any portion, section, subsection, sentence, clause, paragraph, or
phrase of this Development Contract is for any reason held invalid, such decision shall not affect the
validity of the remaining portion of this Development Contract.
C. Amendments. There shall be no amendments to this Development Contract unless
in writing, signed by the parties and approved by resolution of the City Council. The City's failure to
promptly take legal action to enforce this Development Contract shall not be a waiver or release.
D. Assignment. The Developer may not assign this Development Contract without the
prior written approval of the City Council which approval shall not unreasonably be withheld. 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.
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Page 23
E. Interpretation. This Development Contract shall be interpreted in accordance with
and governed by the laws of the State of Minnesota. The words herein and hereof and words of similar
import, without reference to any particular section or subdivision, refer to this Development Contract as a
whole rather than to any particular section or subdivision hereof. Titles in this Development Contract are
inserted for convenience of reference only and shall be disregarded in constructing or interpreting any of its
provisions.
F. Jurisdiction. This Development Contract shall be governed by the laws of the State
of Minnesota.
CITY OF PRIOR LAKE
(SEAL)
By:
Jack G. Haugen, Mayor
By:
Frank Boyles, City Manager
DEVELOPER:
By:
Its:
By:
Its:
ST ATE OF MINNESOTA)
( ss.
COUNTY OF SCOTI)
The foregoing instrument was acknowledged before me this day of , 20
by Jack G. Haugen, Mayor, and by Frank Boyles, City Manager, of the City of Prior Lake, a Minnesota
municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City
Council.
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Page 24
NOTARY PUBLIC
STATE OF MINNESOTA )
( ss.
COUNTY OF )
The foregoing instrument was acknowledged before me this
by
NOTARY PUBLIC
DRAFfEDBY:
City of Prior Lake
16200 Eagle Creek Avenue SE
Prior Lake, Minnesota 55372
1:\06 files\06 subdivisions\final\hickory shores\final development contract.doc
day of
,20_,
Page 25
FEE OWNER CONSENT
TO
DEVELOPMENT CONTRACT
, fee owners of all or part of
the subject property, the development of which is governed by the foregoing Development Contract, affirm
and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that
portion of the subject property owned by them.
Dated this
day of
,20
STATEOFMINNESOTA )
( ss.
COUNTY OF )
20
The foregoing instrument was acknowledged before me this
, by
day of
NOTARY PUBLIC
DRAt'ThU BY:
City of Prior Lake
16200 Eagle Creek Avenue SE
Prior Lake, Minnesota 55372
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Page 26
MORTGAGEE CONSENT
TO
DEVELOPMENT CONTRACT
. which holds a mortgage on
the subject property, the development of which is governed by the foregoing Development Contract, agrees
that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage.
Dated this
day of
,20
STATEOFMINNESOTA )
( ss.
COUNTY OF )
20
The foregoing instrument was acknowledged before me this
by
day of
NOTARY PUBLIC
DRAFTED BY:
City of Prior Lake
16200 Eagle Creek A venue SE
Prior Lake, Minnesota 55372
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Page 27
CONTRACT PURCHASER CONSENT
TO
DEVELOPMENT CONTRACT
, which/who has a
contract purchaser's interest in all or part of the subject property, the development of which is governed by
the foregoing Development Contract, hereby affirms and consents to the provisions thereof and agrees to be
bound by the provisions as the same may apply to that portion of the subject property in which there is a
contract purchaser's interest.
Dated this
day of
.20
STATE OF MINNESOTA )
( ss.
COUNTY OF )
20
The foregoing instrument was acknowledged before me this
by
day of
NOTARY PUBLIC
DRAFfED BY:
City of Prior Lake
16200 Eagle Creek Avenue SE
Prior Lake, Minnesota 55372
1:\06 files\06 subdivisions\final\hickory shores\final development contract.doc
Page 28
EXHIBIT "A"
TO
DEVELOPMENT CONTRACT
Legal Description of Property Being Final Platted and Copy of Final Plat, Including Title Sheet:
HICKORY SHORES
KNOW ALL PERSONS 8Y THESE PRESCNTS: Thor Tollefson Ocvelopm(J(lt, Inc., <) Minnesota corporallon. fee owner of the
following described prop~ly situated in ihe Covnly uf Scott, Slate uf Mi,mesQ/O, 10 wll
CITY, Prior Lalte, 41innesnio
Thor port of GOOl8fr.mfJ(lf I.ot ,-, Section II. TOlfnsl1ip 11", RotlgtJ 22, Scoll County, Minnesota, Iy;ng w/lsttlrly Of
the pIal of HERITAGE' LANDING on file ana of r&Ccm1 in and for ,aid coonty and stat,,_
we do flerl'fby certify that an the __ doy of ___ 2006, the City council of the City of Prior
LOlfe, Minnesota, approved this plat and is in compliance with prol'isions of Minnesota Statutes. Section 505.03,
Svodi.;s,c.n 2.
Government Lots J, 4, Md 5, all in Section 10. Tmmship 114, RtHlge 22. Scott County, Minnflsoto, EXCEPT that
portion of said Govemm."t lot J, lying north'tl'6st6rly of a iin. 90 fe.t :lotJthfKjslflrly of (1fId porol/sJ to olin.
dt!scribt!d as follows;
Bsginning at 0 paint on th. north and south quarter lin. of sr:sio SftCtlon la, distant 12878 ffHtt sOl.lth of tr.e
north ql,lartet" comer thereof; rhfJf1c. run nortl'lfwstfJriy at an onqle of 56 deqr.es .., minutes ",ith wid north and
south quarter line for 20.14.6 feet: thence defl",d /0 the right on a 0 degree's JO minl.lte CU'Wi! (delta angle B
dfH}rf<8S 15 minutes) far 1650 het, and th8rs tf/rminatif1g; and EXCEPT th(1t portion of said GO\l'llrnm8111 Lot 5
t!lI,t lif/s northw8stMly of a/inti 75 feet sauthf/ostBrly of ond paral/eI to 0 Une descrioed os fa/lof/ls:
Bsginning at 0 point on Ul. north and sauth quarter /in. of said SectiOfl 10, distant 1287.8 f_t soulh of fhe
north q;.artrtr carner thBr.of; Iht/nc. run nor/htlOstsrly at on ongl. of 56 d8l}f"et/ 48 minute:s ...ith said nDrtll and
sQUth quart8l' linf/ for 20J<f.6 teet; thence def/<<t to the right on a 0 degr=s 3D minlJi. cur"" (della Qng/e 8
der;ref.is 15 minutes) for 1650 fe",r. Q/"ld there tf:f'minr:Jtir1g.
Except that PQrt of said Government Lol .J plQtted QS STARK ADDlnON, ocr.:arding 10 the recorded pia! thlKeo!.
Scott County. Mirmrll;otlJ
Mayo<
Jianaqer
SCOTT COUNTY SURVLYOR:
PurSU(JfIr to /,I'nnesotQ Statutes, Sect/an 389.09, SUbdivision I, os amended, this plot hQS been revie..ed Gnd opprovsd
this ~_ doy of 2006.
-----s~;;ttCc,;;;ty SlJr;"~;:----
~d
scorr COUNfY AUDlTOR/rHfASURt.R'
Lot 1. Block I, CRYSTAL ADOITION, 01; filed QIld of rrlCuHj in the Office of the Rogistrar of Titles. Scott County.
Minnesota_
Torrens property. Certificate No. J860J
I hereby erNlify thut the cunent (me! delinqwmt IQJCes on the lonas described within ore paid um:l I~Je transfer Is
efltl'red this __~ day 0' . 2006.
Scott Cwnly Auditor
Scotl COlJflty Treosurer
rlQS cQus"a the 3CJffl" to be surveyed and p/atred os H/CKURY SHORES and dOe3 hereby d()(lr;re Qnd dee!icole to the
pl,lblic for Ihe pub/k U!ill fore\ltlr thll Court, Circle, /Jri.-ss ond HighwQY. and a/sa aedlcQte thll eCJ3fJrr!CIflts OSl sIIown an
this plot for UtQinoge and utility plJrp'NJeS lKIly_
Si<Jfled by.
Deputy
In witnes:; whfJrl1Qf said TOIIf/lson De\'elopmenl, Inc.. 0 MmnesQto corporolion, !IOS causfld llieSle presen/Ii to be signed
by it$ proper- officer this _______ day of _..".__ _.___~ 2006.
SCOTT COUNTY RECORDER:
loJlefsun Developmer-It, IflC
I hereby ctJrtify that this plot "'-QS mad in lhis Qffice Ihit; _____ day of __
"'clock _.M. QS Document No. ______m__"_.______
~ 2006. at ___
1:Jy:___
srA TE OF MINNESOTA
COUNTY OF _________
-- --SCottCouMy"--';m,ie,---
The fmfl90in9 instrument wos acknowledged before me this _____ auy or __ __~ 2006, by
~ _____________ "f r"llefso!'! De"dNopmtJnl. IflC" a Minne:;ot<J corporation,
behalf of the corporotion
~icorr CO/JNIY REGISrRAR OF TITLES..
Nolory Public.
My commission ["pires'
CQUnty. Minnesota
I hereby certify thai Ih,i; inslrvmcnt was filed in the Qfflce of the Registrar at ritlt!s f()f record this _ ____ cloy of
2006. ot ___ a'c!()ck _.AI. am' duly recorded os Document No. _
--S;;;;UC";;;iyRlig,slror of Ti//~s
I h8l'eby certify Ihat I hove S<Jrveyed and p!o!ttld the propt1rfy describfK1 on this p/vt as I/lCKGRf SlJORtS; thai this
plat is a correct repre.~tIIltation of the survey; thot 011 distonc6.~ ore corree"y shown c;n th~ plot in felli ond
hundredlhs of 0 faQt; thot 01/ mnf1um/Jflts have been carrffdly placed In Ule I}f"o,.md QS shawn or wJ71 bll carr-tK:tly
placed In th. ground os dtlsigf1otfld; that th. outslr/& boundary/intiS artl corrllctly dtls;gnotfld on th~ plol; ood there
Qrt/ no wet lands as defined in Minntlsalo Statutlls 505.02. Subdlvl.>;iM I. or public highf/lays to b~ dtls/C}flattld ather
than QS ,~ho"n an the plot.
R~dy M:"'i.io;IOn~--L-a;.;;-s;.~-~~.
AlinntlsotQ L!c""Stl No. 2'401
STATE OF MINNESOTA
COUNTY OF
Ihe /OrfJgomg Surlffiyor's Cerlificate tr<J!i ockm)(.lor;lged be/Cflu m~ Ihls _____ OQy of __
Randy M. ,",orron. Licf/flslJd Land Surveyor, Ali"'lIJ'IoIQ Lkenso No. 21<fOl
__. 2006 by
Notary Public.
My commission [..piles:
County. Mir.neauto
John Oliver &. ASSOcilJtSB. Inc.
Elk ,.., . ....... - IIrocM/yrI CMW
Sheet T Of 5 Sheets
1:\06 files\06 subdivisions\final\hickory shores\tinal development contract.doc
Page 29
EXHIBIT "A"
TO
DEVELOPMENT CONTRACT
Legal Description of Property Being Final Platted and Copy of Final Plat,. Including Title Sheet:
VICINITY MAP:
HICKORY SHORES
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seCTIONS 10 AND H TOrllNSHIP "f. RANGe 22.
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9OUT~UIIEllf<;Q'o{_l;J;lIJ"SEC1U.'1l.
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st IMwN - ..,.... - BrcHM/yR CMIw
Sfltlef 2 01 5 Sheers
1:\06 files\06 subdivisions\final\hickory shores\final development contract.doc
Page 30
...
EXHIBIT "A"
TO
DEVELOPMENT CONTRACT
Legal Description of Property Being Final Platted and Copy of Final Plat, Including Title Sheet:
HICKORY SHORES
VICINITY ltIAP.:
/'
(:(lJ"T'r1lOotD1<O.'1
..--- I
(rlO,.,.~l1<trT~L.
---,...--MATCfI LINE
d
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~/." : - fl..., .--- - -- --;--MA TCH LINE A
/Ift~:;"t,
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, 'f r r
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,
5f:CT1ONS /0 "'/olD " TOIIINSHIP 11., RMlG[' 22.
seOIT COUNTY. IIIMIrSOTA
./
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,f'
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fIt.....,IUIJNfI/O/IIMIl!_
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~11'.."lIFlII'\r(lO(s""'"
~~~~O_
MA Tefl LINE: ~8"
. DEIlOIU '!l..... iRQo ""'~ -"lIU<' f"-'"ll
,-,OOOCI1U,!<N)oj,l...[>illlOOl'K'flolCMJ..O<!'!(T
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6.a__._~~~
IN rr!:r
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John ()IjV(Jl' & ASBocisles. Jnc.
a RINr . ..... - #kook./ytI CMIfW
Sheat J Of 5 Sheets
1:\06 files\06 subdivisions\final\hickory shores\final development contract.doc
Page 31
EXHIBIT "A"
TO
DEVELOPMENT CONTRACT
Legal Description of Property Being Final Platted and Copy of Final Plat, Including Title Sheet:
VICINITY MAP:
i
"
, ..:./
/1
; ~
! ~
. .
Ii
Sl:C7I0f0IS 10 I1ND 11 TOtIINSi1/P ,,~. RJoHGF 22,
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-,
~..I- .~~ -
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-~
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HICKORY SHORES
~.~~"'/I
CRYSTAL LAKE
" t
:OAn'~ FU"AT.f).', ."OIUA'lV ~6. ?OG~ ~ ,...l.'
)"...c ~ .~).J rL~ ..,..Nt:',o'A ,)~R
,,_~ 1/._ '" ,-",,,ro.. .A">.
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PARK
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0-"'_ _ ,.~o ";~ ,,'~;;f<;Q1A ~~~
'"
,
John Oliver & A.ssocilltN, Jnc.
EaRNer -.,.".~ -Brook/yrr c.rw
Sheet 4 Of 5 Sheets
1:\06 files\06 subdivisions\final\hickory shores\final development contract.doc
Page 32
EXHIBIT "A"
TO
DEVELOPMENT CONTRACT
Legal Description of Property Being Final Platted and Copy of Final Plat, Including Title Sheet:
HICKORY SHORES
/'
/'
/'
/'
~, //,.i.~~:- ")
~':il /.I'\"'"1""'~ . 0:' /'
~I~ /~~~t:.~ .;Jy.lf" \~:. ~.~' /'
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~.,*" ~ ~~,O '<~ ....."''><>1. C..R
1:\06 files\06 subdivisions\fina\\hickory shores\final development contract.doc
VICINITY MAP:
CQl.JNTI' IllWl NO. '2 (l70r~ swnl ~.._. 1011.LA<2: lAkE 0Rl'olE SE .....
i
; I
,.
"
ii
SEcnOtls 10 Nil) II fOtrNSHfP II., RANfI 22.
SCOTT C-WNTY. MINNESOTA
"<\
- EXCEPTION
-d
'~~~~:;;')-~;ir':"f~~~:::~'
tl"
t
OUTl.OT A
QUAIL
.DOI01U1/2..a.ROI<PII'E~TF{u<O
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i1r~~~~,'~~~~=Of
John Oliver & A'lIociBtes. /nc.
EIJr RIv.. - ....... - ~ CMI<<
Sheet 5 Of 5 Sheets
Page 33
EXHffiIT "B"
SAMPLE IRREVOCABLE LEIIER OF CREDIT
No.
Date:
TO: City of Prior Lake
16200 Eagle Creek Avenue
Prior Lake, Minnesota 55372-1715
Dear Sir or Madam:
We hereby issue, for the account of (Name of Develooer) and in your favor, our Irrevocable Letter
of Credit in the amount of $ , available to you by your draft drawn on sight on the undersigned bank.
The draft must:
a) Bear the clause, "Drawn under Letter of Credit No.
(Name of Bank) ";
, dated
, 20_, of
b) Be signed by the Mayor or City Manager of the City of Prior Lake.
c) Be presented for payment at
(Address of Bank)
, on or before 4:00 p.m. on November 30, 20_.
This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty-five (45)
days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written
notice to the Prior Lake City Manager that it intends to modify the terms of, or cancel, this Letter of Credit. Written
notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45)
days prior to the next annual renewal date addressed as follows: Prior Lake City Manager, Prior Lake City Hall,
16200 Eagle Creek Avenue, Prior Lake, Minnesota 55372-1714, and is actually received by the City Manager at
least forty-five (45) days prior to the renewal date.
This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended,
amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein.
This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be
made under this Letter of Credit.
This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for
Documentary Credits, International Chamber of Commerce Publication No. 400.
We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored
upon presentation.
BY:
Its
1:\06 files\06 subdivisions\final\hickory shores\tinal development contract.doc
Page 34
EXHmIT "C"
SAMPLE CERIUICATE OF INSURANCE
PROJECT:
CERTIFICATE HOLDER: City of Prior Lake
16200 Eagle Creek Avenue
Prior Lake, Minnesota 55372-1714
INSURED:
ADDITIONAL INSURED:
City of Prior Lake
AGENT:
WORKERS' COMPENSATION:
Policy No.
Effective Date:
Expiration Date:
Insurance Company:
COVERAGE - Workers' Compensation, Statutory.
GENERAL LIABILITY:
Policy No.
Effective Date:
Expiration Date:
Insurance Company:
( ) Claims Made
( ) Occurrence
LIMITS: [Minimum]
Bodily Injury and Death:
$1,000,000 for one person $2,000,000 for each occurrence
Property Damage:
$500,000 for each occurrence
-OR-
Combination Single Limit Policy $1,000,000 or more
COVERAGE PRj)VIDED:
Operations of Contractor: YES
1:\06 files\06 subdivisions\final\hickory shores\final development contract.doc
Page 35
Operations of Sub-Contractor (Contingent): YES
Does Personal Injury Include Claims Related to Employment? YES
Completed Operations/Products: YES
Contractual Liability (Broad Form): YES
Governmental Immunity is Waived: YES
Property Damage Liability Includes:
Damage Due to Blasting YES
Damage Due to Collapse YES
Damage Due to Underground Facilities YES
Broad Form Property Damage YES
AUTOMOBILE LIABILITY:
Policy No.
Effective Date:
Expiration Date:
Insurance Company:
(X) Any Auto
LIMITS: [Minimum]
Bodily Injury:
$1,000,000 each person $2,000,000 each occurrence
Property Damage:
$500,000 each occurrence
-OR-
Combined Single Limit Policy: $1,000,000 each occurrence
ARE ANY DEDUCTIBLES APPLICABLE TO BODILY INJURY OR PROPERTY DAMAGE ON ANY
OF THE ABOVE COVERAGES:
If so, list:
Amount: $
[Not to exceed $1,000.00]
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELED BEFORE THE EXPIRATION
DATE THEREOF, THE ISSUING COMPANY WILL MAIL THIRTY (30) DAYS WR111J!,N NOTICE TO
THE PARTIES TO WHOM THIS CERTIFICATE IS ISSUED.
Dated at
On
BY:
Authorized Insurance Representative
1:\06 files\06 subdivisions\final\hickory shores\final development contract.doc
Page 36
EXHIBIT "D"
TO
DEVELOPMENT CONTRACT
(Oversizing Calculations for Developer Installed Improvements)
John OIiver& Associates,Inc:.
ern' CRIDlT I'OR OVDSIZINO WATIRMAIN
.,.... oevelO9ftl.nt. IIlc. ""'" 14.2llO8
--
_ LaIe. M'l
RyIn . Co.
PUN UNITI'lIa AMOUNT FOIl AMOUNT OF
- UMf'll'PRICf: QUANTITY PlANAUOUNT FORS r aTVCREOlT
........C........ It,-
wwa... '" ...... a' ....... ...... ...- --
,....v-.~Ib: IA ..- , ....... ...- St."_ -..
W"I14"'_ ... -.. -.. ..... -. ......
'....T. IA ....- .,..- -... _.II ........
WOlP""" ... -.. -.. -.e. ..... ....tI
.... .,...... ... .... ..... .... - -..
"'- IA In... " ..- .... -- .......
T....._C.__ - .,...... ..........
BId ScheduIe'- ,.....,.....F~
1I'0IPO......_ '" ..... ,,. -- n.... 121....... ...,-
1r DPc:l51........ '" ...... .. .......... ..... .......... .n.....
12 0IIe.,.......1br ... .._ I a...... I'.MUI ....... .,......
"'__"'b ... ....... ........ It.Ni. It,"'" --
12'''......_ ... -.. a..... .-.. 11...... ........
18't''''....8rd ... ..... -- ""00 -.. 11-
1S"221J1D...BencI ... -.. _.II "11.. .- --
12'x6T. ... -.. .t.... ....... -... _.II
11'.""" IA _.. ..... ....... -- .....
..,....,.. IA 't."" ....... -- _.II 11,711.
w. trT. ... 11,1." .,.... -.. -- ........
,....--...-. ... -... ..... .... - .....
,... 12" ...... ... -. ..... - - .....
12_ ... ..... 21 '1,7.. ...... ..... -..
r- IA .t.... .. "'- .... ....... ........
T...Ilkt_'.__'~F_ ......... .......... ........
Ir 1t 111.........
12" 21 tlJlht-'"
12'..'"
tr.r..
.........
12'_
~.
. fTDIP plug'" .".0 _ be 47.5%dprlco of12" DIP plug_on ..
114._
'" dcoolsd12".ndfT_.
1:\06 files\06 subdivisions\ftnal\hickory shores\ftnal development contract.doc
Page 37
EXHIBIT "E"
TO
DEVELOPMENT CONTRACT
ESTIMATED CONSTRUCTION COSTS
APPLICATION FOR PARTIAL PAYMENT
Tollefson Development, Inc.
Hickory Shores
Prior Lake, Minnesota
Ryan Contractin9 Co.
1643.11-11
Site Grading- Sanitary Sewer, Watermain, Storm Sewer & Streets
ITEM
NO
ITEM
CONTRAC
T
QUANTITY
UNIT
UNIT
PRICE
CONTRACT AMOUNT
Bid Schedule A - Site Grading at Townhouses
1 2103.501 - Remove Bituminous Street Section 1 LS $3,200.00 $3,200.00
2 2104.501 - Remove Concrete Curb and Gutter 630 LF $8. 00 $5,040.00
3 2103.501 - Remove Drivewav Section 1 LS $750.00 $750.00
4 2103.501 - Remove Buildings 1 LS $17,000.00 $17,000.00
5 2103.509 - Remove Septic Tank & Drain Field 1 EA $1,000.00 $1,000.00
6 2104.525 - Abandon Well 1 EA $1,500.00 $1,500.00
$530,000.0
7 2105.601 - Common Excavation 0.28 LS 0 $148.400.00
8 2105.601 - Clearing & Grubbing 0.28 LS $52,310.00 $14,646.80
9 2105.607 - Additional Common Excavation (EV) 5600 CY $1.65 $9,240.00
10 2105.607 - Unclassified Excavation (EV) 560 CY $1.95 $1,092.00
11 2411.603 - Common Borrow (EV) 1120 CY $2.35 $2,632.00
12 2411.603 - Boulder Retaining Wall 652 SF $17.50 $11.410.00
13 2572.501 - Tree Protection Fence 4291.84 LF $1.30 $5,579.39
14 2573.502 - Silt fence, Heavv Duty 0 LF $1.80 $0.00
15 2573.502 - Silt fence, Pre-Assembled 5174.96 LF $1.30 $6,727.45
16 2573.601 - Remove Temporary Erosion Control Measures 0.28 LS $3,500.00 $980.00
17 2573.601 - Install Temporary Erosion Control Measures 0.28 LS $0.01 $0.00
1:\06 files\06 subdivisions\finaI\hickory shores\finaI development contract.doc Page 38
18 2573.603 - Remove Silt Fence
19 2573.602 - Rock Construction Entrance
20 2575.605 - SeedinQ with Mulch per City Specifications
21 Split Rail Conservation Fence
22 Wetland Replacement
23 Wetland Buffer SiQns per City Detail
24 Havbale Ditch Checks
25 Rain Gardens
Total Bid Schedule A - Site GradinQ at Townhouses
Bid Schedule B - Sanitary Sewer at Townhouses
1 Connect to ExistinQ Pipe
2 8" PVC. SDR 35. 0'-10' deep
3 8" PVC. SDR 35.10'-12' deep
4 8" PVC. SDR 35.12'-14' deep
5 48" Diameter Manhole 0-8' depth
6 Extra Depth 48" Diameter Manhole
7 Sand BeddinQ
8 Rock Foundation
9 8" x 4" PVC Wve
10 Salvage 8" PVC Plug
11 4" PVC SDR 26 Service Pipe
12 4" PVC SDR 26 Riser Pipe
13 Televise Sanitary Sewer
Total Bid Schedule B - Sanitary Sewer at Townhouses
Bid Schedule C - Watermain at Townhouses
L
EXHIBIT "E"
TO
DEVELOPMENT CONTRACT
ESTIMATED CONSTRUCTION COSTS
5174.96 LF
0.28 EA
9.24 AC
914.76 LF
4400 SF
26 EA
o EA
26173 SF
1 EA
1454 LF
336 LF
55 LF
12 EA
34 LF
670 TN
185 1 TN
381 EA
1 1 EA
1136 1 LF
28 I LF
1845 l LF
I
1
1
I
I
1:\06 files\06 subdivisions\final\hickory shores\final development contract.doc
$0.15
$5.500.00
$450.00
$7.75
unknown unknown
$125.00
$80.00
$2.50
$776.24 I
$1.540.00
$4.158.00
$7.089.39
$3.250.00
$0.00
$65,432.50
$311,443.78
$14.000.00
$23.75
$23.75
$23.75
$2.050.00
$90.00
$0.01
$0.01
$118.00
$50.00
$10.00
$10.00
$0.75
$14.000.00
$34.532.50
$7.980.00
$1.306.25
$24.600.00
$3.060.00 I
$6.70
$1.85
$4.484.00
$50.00
$11.360.00
$280.00
$1.383.75
$103.045.05
Page 39
EXHIBIT "E"
TO
DEVELOPMENT CONTRACT
ESTIMATED CONSTRUCTION COSTS
1 Connect to ExistinQ 8" Pioe
2 6" DIP CI52, w/ooly wrao
3 8" DIP CI 52, w/ooly wrao
4 16" DIP CI51, w/oolywrao
5 6" Gate Valve with Box
6 8" Gate Valve with Box
7 16" Gate Valve with Box
8 Hydrant
9 8" 11 1/4 DeQ. Bend
10 16" 11 1/4 DeQ. Bend
11 8" 22 112 DeQ. Bend
12 8" 45 DeQ. Bend
13 8" 90 DeQ. Bend
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
2 EA
15 LF
1875 LF
431 LF
2 EA
8 EA
1 EA
2 EA
3 EA
2 EA
3 EA
7 EA
1 EA
2 EA
3 EA
1 EA
1 EA
1 EA
20 LF
100 LF
1 EA
1 EA
1 EA
2 EA
1 EA
12 EA
57 EA
11 EA
1150 I LF
38 I EA
10 I SY
2 I EA
8"x6" Tee
8"x8"Tee
16"x16"Tee
16" DIP PluQ
16" x 8" Reducer
Remove 6" DIP
Remove 8" DIP
Remove Hydrant
Remove 8" x 6" Tee
Remove 6" Gate Valve with Box
Remove 8" DIP Plug
Remove 8" 45 DeQ. Bend
6" MeQaluQs
8" MeQaluQs
16" MeQaluQs
1" Copper Service Pipe
1" Corporation, Curb Stop With Box
4" Polystyrene Insulation
IrriQation Service, per City Plate 209
1:\06 files\06 subdivisions\tinal\hickory shores\tinal development contract.doc
$1.500.00
$22.40
$24.00
$46.00
$905.00
$1,145.00
$4,420.00
$1,995.00
$190.00
$495.00
$190.00
$190.00
$213.00
$282.00
$302.00
$1,510.00
$430.00
$625.00
need orice
need price
need price
need price
need price
need price
need price
$24.50
$38.50 I
$115.00 I
$12.00 I
$250.00 I
I $35.60 I
I need price I
Page 40
$3,000.00
$336.00
$45,000.00
$19,826.00
$1,810.00
$9.160.00
$4,420.00
$3.990.00
$570.00
$990.00
$570.00
$1,330.00
$213.00
$564.00
$906.00 I
$1.510.00 I
$430.00
$625.00
I
I
$294.00
$2,194.50
$1,265.00
$13,800.00
$9,500.00
$356.00
I
33 4" PVC SDR26 Sleeves (IrriQation XinQs)
Total Bid Schedule C - Watermain at Townhouses
Bid Schedule D - Storm Sewer at Townhouses
1 15" RCP Class 5
2 18" RCP Class 5
3 21" RCP Class 4
4 24" RCP Class 3
5 27" RCP Class 3
6 33" RCP Class 3
7 24" RCP PluQ
8 4" Perforated HDPE with sock (Rain Garden)
9 8" PVC SDR 26 (FES 202 to Rain Garden)
10 8" PVC Apron with Std. Trash Guard
11 15" RCP Apron with Std. Trash Guard
12 33" RCP Apron with Std. Trash Guard
13 2' X 3' Catchbasin
14 48" Diameter Catchbasin/Manhole
15 60" Diameter Catchbasin/Manhole
16 72" Diameter Catchbasin/Manhole
17 Pond Skimmer Structure
18 Random Rip Rap. CI. IV, with Fabric
19 Street Inlet Protection - Install and Remove Wimco
20 Rear Yard Inlet Protection - Screen w/AQqreQate Filter
Total Bid Schedule D - Storm Sewer at Townhouses
Bid Schedule E - Streets thru Base Bituminous at Townhouses
2105.522 - 24" Select Granular Borrow (CV)
EXHIBIT "E"
TO
DEVELOPMENT CONTRACT
ESTIMATED CONSTRUCTION COSTS
106 LF
need price
$122.659.50 1
485 LF $22.05 $10.694.25
275 LF $25.10 $6.902.50
308 LF $28.40 $8.747.20
295 LF $32.45 $9.572.75
670 LF $41.10 $27537.00
47 LF $69.65 $3.273.55
1 EA need price
525 LF $5.50 $2.887.50
89 LF $17.00 $1.513.00
2 EA need price
3 EA $745.00 $2,235.00
1 EA $1.910.00 $1.910.00
4 EA $1.710.00 $6.840.00
15 EA $2.205.00 $33.075.00
2 EA $2.880.00 $5.760.00
1 EA $3.300.00 $3.300.00
2 EA $2.180.00 $4.360.00
9.5 CY $70.00 $665.00 I
15 EA $375.00 $5.625.00
1 EA $50.00 $50.00
I
$134,947.75
9083 SY
$8.00
$72.664.00
1:\06 files\06 subdivisions\final\hickory shores\final development contract.doc
Page 41
EXIDBIT "E"
TO
DEVELOPMENT CONTRACT
ESTlMAlEU CONSTRUCTION COSTS
2 2112.501 - SubQrade Preparation 22.43 Rd. Sta. $145.00 $3.252.35
3 2211.501 - 6" Class 5 ApQreQate Base 100% Crushed/Recycled 9083 TN $4.05 $36.786.15
2360.602 - 21/2" Bituminous Non Wearing Course
4 (LVNW35030B) 7455.39 SY $4.85 $36,158.64
5 2504.602 - Adiust Valye Box 4 EA $0.01 $0.04
6 2506.522 - Adiust Frame & RinQ CastinQ 32 EA $0.01 $0.32
7 2511.515 - Geotextile fabric. Tvpe IV 586 SY $0.50 $293.00
8 2"x8' Wide Bituminous Bike Trail with 6" CI. 5 AQQr. Base 18952 SF $1.60 $30.323.20 I
9 2521.501 - 6"x5' Wide Concrete Sidewalk with 4" Granular Base 5531.8 SF $3.45 $19.084.71 1
10 2531.501 - Concrete Curb & Gutter - All Tvpes 4436.02 LF $8.55 $37.927.97
11 2531.602 - Pedestrian Ramp 4 EA $450.00 $1.800.00
Total Bid Schedule E - Streets thru Base Bituminous at Townhouses $238.290.38
Bid Schedule F - Streets Wear Course Pavino at Townhouses
Total Bid Schedule F - Streets Wear Course Pavino at Townhouses
443.6 LF $25.50 $11.311.80
553.18 SF $7.20 $3.982.90
372.7 GAL $2.50 $931.75
7455.39 SY $3.30 $24.602.79
4 EA $0.01 $0.04
14 EA $0.01 $0.14
0.29 LS $500.00 $145.00
$40.974.41
1 Remove and Replace Curb & Gutter
2 Remove and Replace Sidewalk
3 2357.502 - Bituminous Tack Coat
4 2360.601 - 1 1/2" Bituminous Wearing Course (LVWE45030B)
5 2504.602 - Adjust Valve Box
6 2506.522 - Adjust Frame & Rino CastinQ
7 Traffic Control
Bid Schedule G - Site Gradino Phase 1 SinQle Family
1:\06 files\06 subdivisions\final\hickory shores\final development contract.doc
0 LS $3.200.00 $0.00
0 LF $8.00 $0.00 I
0 LS $750.00 $0.00
0 LS $17.000.00 $0.00
0 EA $1.000.00 $0.00
Page 42
1 2103.501 - Remove Bituminous Street Section
2 2104.501 - Remove Concrete Curb and Gutter
3 2103.501 - Remove Driveway Section
4 2103.501 - Remove Buildings
5 2103.509 - Remove Septic Tank & Drain Field
EXHIBIT "E"
TO
DEVELOPMENT CONTRACT
ESTIMAIEIJ CONSTRUCTION COSTS
6 2104.525 - Abandon Well 0 EA
7 2105.601 - Common Excavation 0.39 LS
8 2105.601 - Clearino & Grubbing 0.39 LS
9 2105.607 - Additional Common Excavation (EV) 7800 CY
10 2105.607 - Unclassified Excavation (EV) 780 CY
11 2411.603 - Common Borrow (EV) 1560 CY
12 2411.603 - Boulder Retainino Wall 8542 SF
13 2572.501 - Tree Protection Fence 5977.92 LF
14 2573.502 - Silt fence, Heaw Dutv 0 LF
15 2573.502 - Silt fence. Pre-Assembled 7207.98 LF
16 2573.601 - Remove Temoorary Erosion Control Measures 0.39 LS
17 2573.601 - Install Temporary Erosion Control Measures 0.39 LS
18 2573.603 - Remove Silt Fence 7207.98 LF
19 2573.602 - Rock Construction Entrance 0.39 EA
20 2575.605 - Seedino with Mulch per Citv Specifications 12.87 AC
21 Split Rail Conservation Fence 1274.13 LF
22 Wetland Replacement 0 SF
23 Wetland Buffer Sions per City Detail 0 EA
24 Haybale Ditch Checks 4 EA
25 Rain Gardens 0 SF
Note: Rain Garden desion now uses seed mixes. not plantings
Total Bid Schedule G - Site Gradino Phase 1 Single Family
Bid Schedule H - Sanitary Sewer Phase 1 Single Family
1 8" PVC, SDR 35.0'-10' deep 541 LF
2 8" PVC. SDR 35. 10'-12' deep 509 LF
3 8" PVC. SDR 35. 12'-14' deep 298 LF
4 8" PVC. SDR 35. 14'-16' deep 364 LF
5 8" PVC. SDR 26. 16'-18' deep 435 LF
6 8" PVC. SDR 26. 18'-20' deep 358 LF
1:\06 files\06 subdivisions\final\hickory shores\final development contract.doc
$1 .500.00
$530.000.0
o
$52.310.00
$1.65
$1.95
$2.35
$17.50
$1.30
$1.80
$1.30
$3.500.00
$0.01
$0.15
$5.500.00
$450.00
$7.75
unknown unknown
$125.00
$80.00
$2.50
$0.00
$206.700.00
$20.400.90
$12,870.00
$1.521.00 1
$3,666.00
$149.485.00
$7.771.30
$0.00
$9.370.37
$1.365.00
$0.00
$1,081.20
$2.145.00
$5,791.50
$9.874.51
$0.00
$320.00
$0.00 1
I
I
$432.361.78
$23.75
$23.75
$23.75
$23.75
$37.15
$37.15
$12.848.75
$12.088.75
$7.077.50
$8.645.00
$16.160.25
$13.299.70 1
Page 43
7 8" PVC. SDR 26. 20'-22' deep
8 48" Diameter Manhole 0-8' depth
9 Extra Depth 48" Diameter Manhole
10 Sand BeddinQ
11 Rock Foundation
12 8" x 4" PVC Wve
13 Salvaqe 8" PVC Pluq
14 4" PVC SDR 26 Service Pipe
15 4" PVC SDR 26 Riser Pipe
16 Televise Sanitary Sewer
EXHIBIT "E"
TO
DEVELOPMENT CONTRACT
ESTIMAIEO CONSTRUCTION COSTS
129 LF
20 EA
144 LF
960 TN
265 TN
36 EA
1 EA
1450 LF
185 LF
2634 LF
Total Bid Schedule H - Sanitary Sewer Phase 1 SinQle Familv
Bid Schedule I - Watermain Phase 1 SinQle Familv
1 6" DIP CI 52. w/polv wrap
2 8" DIP CI 52. w/polv wrap
3 12" DIP C152. w/polv wrap
4 16" DIP CI 51, w/polv wrap
5 6" Gate Valve with Box
6 8" Gate Valve with Box
7 12" Gate Valve with Box
8 16" Gate Valve with Box
9 Hvdrant
10 8" 11 1/4 Deq. Bend
11 12" 11 1/4 DeQ. Bend
12 16" 11 1/4 DeQ. Bend
13 16" 221/2 DeQ. Bend
14 8" x6" Tee
15 12" x 6" Tee
16 12" x 8" Tee
17 16" x 6" Tee
$37.15
$2.050.00
$90.00
$0.01
$0.01
$118.00
$50.00
$10.00
$10.00
$0.75
$4.792.35
$41.000.00
$12.960.00
$9.60
$2.65
$4.248.00 I
$50.00 I
$14,500.00
$1.850.00
$1,975.50
$151.508.05
148 LF $22.40 $3,315.20
960 LF $24.00 $23.040.00
1130 LF $33.00 $37.290.00
539 LF $46.00 $24,794.00 I
7 EA $905.00 $6.335.00
2 EA $1.145.00 $2.290.00
2 EA $1.820.00 $3.640.00 I
1 EA $4,420.00 $4,420.00 I
8 EA $1.995.00 $15.960.00
3 EA $190.00 $570.00
6 EA $400.00 I $2,400.00
2 EA $495.00 I $990.00
1 EA $495.00 I $495.00 I
2 EA $282.00 I $564.00
3 EA $505.00 I $1,515.00
1 EA $536.00 I $536.00
2 EA $1,150.00 I $2.300.00
Page 44
1:\06 files\06 subdivisions\final\hickory shores\final development contract.doc
EXHffiIT "E"
TO
DEVELOPMENT CONTRACT
ESTIMATED CONSTRUCTION COSTS
18 16" x 16" Tee
19
20
21
22
23
24
25
26
27
28
29
30
31
1 EA $1.510.00 $1.510.00
1 EA need price
1 EA $140.00 $140.00
1 EA $625.00 $625.00
1 EA $525.00 $525.00
34 EA $24.50 $833.00
18 EA $38.50 $693.00
25 EA $68.00 $1,700.00
17 EA $115.00 $1.955.00
1550 LF $12.00 $18.600.00
36 EA $250.00 $9,000.00
0 LF $32.00 $0.00
0 EA $350.00 $0.00
10 SY $35.60 $356.00
$166.391.20
6" DIP Pluo
8" x 6" Reducer
16" x 8" Reducer
16" x 12" Reducer
6" MeoaluQs
8" MeoaluQs
12" MeQaluos
16" MeoaluQs
1" Copper Service Pipe
1" Corporation. Curb Stop With Box
2" Copoer Service Pipe
2" Corporation. Curb Stop With Box
4" Polvstvrene Insulation
Total Bid Schedule 1- Watermain Phase 1 Sinole Familv
Bid Schedule J - Storm Sewer Phase 1 Sinole Familv
1 12" RCP Class 5
2 15" RCP Class 5
3 18" RCP Class 5
4 21" RCP Class 4
5 24" RCP Class 3
6 27" RCP Class 3
7 36" RCP Class 3
8 42" RCP Class 3
9 15" RCP PluQ
10 18" RCP PluQ
11 12" RCP Apron with Std. Trash Guard
12 15" RCP Apron with Std. Trash Guard
13 18" RCP Apron with Std. Trash Guard
146 LF $21.00 $3.066.00
1278 LF $22.05 $28.179.90
752 LF $25.10 $18.875.20
408 LF $28.40 $11.587.20
865 LF $32.45 $28.069.25
256 LF $41.10 $10.521.60
60 LF $79.60 $4.776.00
47 LF $110.00 $5.170.00
1 EA need price
1 EA need price
2 EA $700.00 $1.400.00
2 EA $745.00 $1.490.00
1 EA $800.00 $800.00
Page 45
1:\06 tiles\06 subdivisions\final\hickory shores\final development contract.doc
EXHIBIT "E"
TO
DEVELOPMENT CONTRACT
ESTIMATED CONSTRUCTION COSTS
14 36" RCP Apron with Std. Trash Guard
15 42" RCP Apron with Std. Trash Guard
16 27" Diameter Catchbasin
17 2' X 3' Catchbasin
18 48" Diameter Catchbasin/Manhole
19 60" Diameter Catchbasin/Manhole
20 72" Diameter Catchbasin/Manhole
21 84" Diameter Catchbasin/Manhole
22 Pond Skimmer Structure
23 Random Rip Rap. CI. IV. with Fabric
24 Street Inlet Protection - Install and Remove Wimco
25 Rear Yard Inlet Protection - Screen w/AOQreQate Filter
Total Bid Schedule J - Storm Sewer Phase 1 SinQle Family
Bid Schedule K - Streets thru Base Bituminous Phase 1 SinQle Family
1 EA
1 EA
2 EA
4 EA
18 EA
2 EA
2 EA
1 EA
1 EA
26.5 CY
19 EA
2 EA
$2.1 RO.OO
$2,225.00
$1,175.00
$1,710.00
$2.205.00
$2,880.00
$3.300.00
$4.390.00
$2180.00
$70.00
$375.00
$50.00
$2.160.00
$2.225.00
$2.350.00 I
$6.840.00
$39.690.00
$5,760.00
$6.600.00
$4.390.00
$2.180.00
$1.855.00
$7.125.00
$100.00
1
$195.210.15 j
1
1 2105.522 - 24" Select Granular Borrow (CV) 11315 SY $8.00 $90.520.00
2 2112.501 - SubQrade Preparation 27.95 Rd. Sta. $145.00 $4,052.75
3 2211.501 - 6" Class 5 AQQreoate Base 100% Crushed/Recvcled 11315 TN $4.05 $45.825.75
2360.602 - 21/2" Bituminous Non Wearing Course $45.043.99 1
4 (LVNW35030B) 9287.42 SY $4.85
5 2504.602 - Adjust Valve Box 5 EA $0.01 . $0.051
6 2506.522 - Adjust Frame & Rino CastinQ 41 EA $0.01 $0.41
7 2511.515 - Geotextile fabric. Type IV 730 SY $0.50 $365.00
8 2"x8' Wide Bituminous Bike Trail with 6" CI. 5 AOQr. Base 23610 SF $1.60 $37.776.00
9 2521.501 - 6"x5' Wide Concrete Sidewalk with 4" Granular Base 6891.2 SF $3.45 $23.774.64
10 2531.501 - Concrete Curb & Gutter - All Types 5526.1 LF $8.55 $47.248.16
11 2531.602 - Pedestrian Ramp 5 EA $450.00 $2.250.00
Total Bid Schedule K - Streets thru Base Bituminous Phase 1 Single Family $296.856.74
I
Bid Schedule L - Streets Wear Course Pavin!J Phase 1 Single Family
1:\06 files\06 subdivisions\final\hickory shores\final development contract.doc
Page 46
EXHIBIT "E"
TO
DEVELOPMENT CONTRACT
ESTIMATED CONSTRUCTION COSTS
1 Remove and Replace Curb & Gutter
2 Remove and Replace Sidewalk
3 2357.502 - Bituminous Tack Coat
4 2360.601 - 1 1/2" Bituminous Wearino Course (LVWE45030B)
5 2504.602 - Adiust Valve Box
6 2506.522 - Adiust Frame & Rino Castinq
7 Traffic Control
552.61 LF
689.12 SF
464.28 GAL
9287.42 SY
5 EA
18 EA
0.37 LS
Total Bid Schedule L - Streets Wear Course Pavino Phase 1 Sinole Familv
Bid Schedule M - Site Gradino Phase 2
1 2103.501 - Remove Bituminous Street Section
2 2104.501 - Remove Concrete Curb and Gutter
3 2103.501 - Remove Drivewav Section
4 2103.501 - Remove Buildinos
5 2103.509 - Remove Septic Tank & Drain Field
6 2104.525 - Abandon Well
o LS
o LF
o LS
o LS
o EA
o EA
7 2105.601 - Common Excavation
8 2105.601 - Clearino & Grubbinq
9 2105.607 - Additional Common Excavation (EV)
10 2105.607 - Unclassified Excavation (EV)
11 I 2411.603 - Common Borrow (EV)
12 I 2411.603 - Boulder Retainino Wall
13 I 2572.501 - Tree Protection Fence
14 I 2573.502 - Silt fence. Heavv Duty
15 I 2573.502 - Silt fence. Pre-Assembled
16 I 2573.601 - Remove Temporary Erosion Control Measures
17 I 2573.601 -Install Temporary Erosion Control Measures
18 I 2573.603 - Remove Silt Fence
19 I 2573.602 - Rock Construction Entrance
0.33 LS
0.33 LS
6600 I CY
660 I CY
1320 I CY
13537 I SF
5058.24 I LF
o I LF
6099.06 I LF
0.33 I LS
0.33 I LS
6099.06 I LF
0.33 I EA
1:\06 files\06 subdivisions\final\hickory shores\final development contract.doc
$25.50
$7.20
$2.50
$3.30
$0.01
$0.01
$500.00
$14,091.56
$4.961.66
$1,160.70
$30.648.49
$0.05
$0.18
$185.00
$51.047.64
$3.200.00
$8. 00
$750.00
$17.000.00 I
$1.000.00 I
$1.500.00 I
$530,000.0
o
$52,310.00
$1.65
$1.95
$2.35
$17.50
$1.30
$1.80
$1.30
$3.500.00
$0.01
$0.15
$5.500.00
I
$0.00
$0.00
$0.00
$0.00 I
$0.00
$0.00
$174.900.00
$17.262.30
$10.890.00 I
$1.287.00
$3.102.00
$236.897.50
$6.575.71
$0.00
$7.928.78
$1.155.00
$0.00
$914.86
$1.815.00
Page 47
EXHIBIT "E"
TO
DEVELOPMENT CONTRACT
ESTIMATED CONSTRUCTION COSTS
20 2575.605 - Seedinq with Mulch per City Specifications 10.89 AC $450.00
21 Split Rail Conservation Fence 1078.11 LF $7.75
22 Wetland Replacement 0 SF unknown unknown
23 Wetland Buffer Sions per Citv Detail 0 EA $125.00
24 Haybale Ditch Checks 0 EA $80.00
25 Rain Gardens 0 SF $2.50
Note: Rain Garden desion now uses seed mixes. not plantinos
Total Bid Schedule M - Site Gradino Phase 2
Bid Schedule N - Sanitary Sewer Phase 2
1 Connect to Existing Pipe 1 EA $14,000.00
2 8" PVC. SDR 35.0'-10' deep 1016 LF $23.75
3 8" PVC. SDR 35,10'-12' deep 343 LF $23.75
4 8" PVC. SDR 35. 12'-14' deep 278 LF $23.75
5 8" PVC. SDR 35. 14'-16' deep 418 LF $23.75
6 8" PVC. SDR 26.16'-18' deep 132 LF $37.15
7 8" PVC. SDR 26. 18'-20' deep 157 LF $37.15
8 8" PVC. SDR 26. 20'-22' deep 227 LF $37.15
9 48" Diameter Manhole 0-8' depth 19 EA $2,050.00
10 Extra Depth 48" Diameter Manhole 143 LF $90.00
11 Sand Beddina 935 TN $0.01
12 Rock Foundation 255 TN $0.01
13 8" x 4" PVC Wye 43 EA $118.00
14 Salvaqe 8" PVC Pluq 1 EA $50.00
15 4" PVC SDR 26 Service Pipe 1856 LF $10.00
16 4" PVC SDR 26 Riser Pipe 132 LF $10.00
17 Televise Sanitary Sewer 2571 LF $0.75
Total Bid Schedule N - Sanitary Sewer Phase 2
$4,900.50 I
$8.355.35
$0.00
$0.00
$0.00
1
$475.984.00 1
j
1
$14.000.00
$24.130.00
$8.146.25
$6.602.50
$9.927.50
$4~903.80
$5.832.55
1
$8,433.05
$38.950.00 1j
$12.870.00
$9.351
$2.55 1
$5.074.00
$50.00
$18.560.00
$1.320.00
$1.928.25
$160.739.80
1:\06 files\06 subdivisions\final\hickory shores\final development contract.doc
Page 48
EXHIBIT "E"
TO
DEVELOPMENT CONTRACT
ESTIMATEJ) CONSTRUCTION COSTS
Bid Schedule 0 - Watermain Phase 2
1 Connect to Existino 12" Pipe 1 EA $2,500.00 $2,500.00
2 6" DIP CI 52, w/polv wrap 515 LF $22.40 $11,536.00
3 8" DIP CI 52, w/polv wrap 1146 LF $24.00 $27,504.00 I
4 12" DIP CI 52, w/polv wrap 1259 LF $33.00 $41,547.00
5 6" Gate Valve with Box 10 EA $905.00 $9.050.00
6 8" Gate Valve with Box 1 EA $1,145.00 $1.145.00
7 12" Gate Valve with Box 2 EA $1.820.00 $3.640.00
8 Hydrant 8 EA $1,995.00 $15,960.00
9 6" 11 1/4 Deo. Bend 1 EA need price
10 8" 11 1/4 DeQ. Bend 6 EA $190.00 $1,140.00
11 12" 11 1/4 DeQ. Bend 5 EA $400.00 $2,000.00 1
12 6" 221/2 DeQ. Bend 1 EA need price 1
13 8" 22 1/2 DeQ. Bend 1 EA $190.00 $190.00 I
14 12" 22 1/2 DeQ. Bend 2 EA $400.00 $800.00 1
15 8" 45 DeQ. Bend 2 EA $190.00 $380.00 1
16 6" x6" Tee 1 EA need price I
17 8"x6"Tee 2 EA $282.00 $564.00 I
18 12" x 6" Tee 4 EA $505.00 $2,020.00
19 12" x 8" Tee 1 EA $536.00 $536.00
20 12" DIP Plug 1 EA $145.00 $145.00
21 8" x 6" Reducer 1 EA $140.00 $140.00
22 6" MeQaluQs 40 EA $24.50 $980.00 I
23 8" MeQaluQs 25 EA $38.50 $962.50 ]
24 12" Meaaluas 29 EA $115.00 $3,335.00
25 1" Copper Service Pipe 1680 LF $12.00 $20,160.00
26 1" Corporation, Curb Stop With Box 43 EA $250.00 $10,750.00
27 2" Copper Service Pipe LF $32.00
28 2" Corporation, Curb Stop With Box EA $350.00
29 4" Polystyrene Insulation 10 SY $35.60 $356.00
1:\06 files\06 subdivisions\final\hickory shores\final development contract.doc
Page 49
EXHIBIT "E"
TO
DEVELOPMENT CONTRACT
ESTIMATED CONSTRUCTION COSTS
Total Bid Schedule 0 - Watermain Phase 2
Bid Schedule P - Storm Sewer Phase 2
1 Connect to Existing Storm Sewer
2 15" RCP Class 5
3 18" RCP Class 5
4 21" RCP Class 4
5 24" RCP Class 3
6 15" RCP Apron with Std. Trash Guard
7 21" RCP Apron with Std. Trash Guard
8 27" Diamater Catchbasin
9 2' X 3' Catchbasin
10 48" Diameter Catchbasin/Manhole
11 60" Diameter Catch basin/Manhole
12 84" Diameter Catchbasin/Manhole
13 Random Rip Rap. CI. IV. with Fabric
14 Street Inlet Protection - Install and Remove Wimco
15 Rear Yard Inlet Protection - Screen w/Aggregate Filter
Total Bid Schedule P - Storm Sewer Phase 2
Bid Schedule Q - Streets thru Base Bituminous Phase 2
1 2105.522 - 24" Select Granular Borrow (CV)
2 2112.501 - Subgrade Preparation
3 2211.501 - 6" Class 5 Aggregate Base 100% Crushed/Recycled
2360.602 - 21/2" Bituminous Non Wearing Course
4 (LVNW35030B)
5 2504.602 - Adjust Valve Box
6 2506.522 - Adjust Frame & Ring CastinQ
7 2511.515 - Geotextile fabric. Type IV
8 2"x8' Wide Bituminous Bike Trail with 6" CI. 5 AgQr. Base
1:\06 files\06 subdivisions\final\hickory shores\final development contract.doc
$157.340.50 I
I
1
1 EA
1760 LF
605 LF
1206 LF
299 LF
3 EA
2 EA
3 EA
5 EA
19 EA
1 EA
1 EA
10.5 CY
18 EA
3 EA
$1.500.00
$22.05
$25.10
$28.40
$32.45
$745.00
$1.140.00
$1.175.00
$1.710.00
$2.205.00
$2,880.00
$4,390.00
$70.00
$375.00
$50.00
$1.500.00
$38,808.00
$15.185.50
$34.250.40
$9.702.55
$2.235.00
$2.280.00
$3.525.00
$8.550.00
$41.895.00
$2.880.00
$4.390.00 I
$735.00
$6.750.00
$150.00
I
$172.,836.45 I
10602 SY $8.00 $84.816.00
26.18 Rd. Sta. $145.00 $3.796.10
10602 TN $4.05 $42.938.10
8702.19 SY $4.85 $42,205.62
5 EA $0.01 $0.05
38 EA $0.01 $0.38
684 SY $0.50 $342.00
22121 SF $1.60 $35.393.60
Page 50
EXHIBIT "E"
TO
DEVELOPMENT CONTRACT
ESTIMATED CONSTRUCTION COSTS
9 2521.501 - 6"x5' Wide Concrete Sidewalk with 4" Granular Base
1 0 2531.501 - Concrete Curb & Gutter - All Tvpes
11 2531.602 - Pedestrian Ramp
Total Bid Schedule a - Streets thru Base Bituminous Phase 2
Bid Schedule R - Streets Wear Course PavinCl Phase 2
1 Remove and Replace Curb & Gutter
2 Remove and Replace Sidewalk
3 2357.502 - Bituminous Tack Coat
4 2360.601 - 1 1/2" Bituminous WearinCl Course (LVWE45030B)
5 2504.602 - Adiust Valve Box
6 2506.522 - Adiust Frame & Rino Castino
7 Traffic Control
Total Bid Schedule R - Streets Wear Course Pavino Phase 2
SUMMARY
Totals
Bid Schedule A - Site Grading at Townhouses
Bid Schedule B - Sanitary Sewer at Townhouses
Bid Schedule C - Watermain at Townhouses
Bid Schedule D - Storm Sewer at Townhouses
Bid Schedule E - Streets thru Base Bituminous Phase Townhouses
Bid Schedule F - Streets Wear Course Paving Phase
Townhouses
TOTAL for TOWNHOUSES
1:\06 files\06 subdivisions\final\hickory shores\final development contract.doc
6457 SF
5177.88 LF
5 EA
517.79 LF
645.7 SF
435.02 GAL
8702.19 SY
5 EA
17 EA
0.34 LS
~3.45
$8.55
$450.00
$22.276.65 I
$44,270.87
$2,250.00
$278,289.38
$25.50
$7.20
$2.50
$3.30
$0.01
$0.01
$500.00
I
$13,203.65 1
$4,649.04 1
$1,087.55 1
$28,717.23
$0.05
$0.17
$170.00
$47,827.68
$311,443.78
$103,045.05
$122.659.50
$134,947.75
$238,290.38
$40.974.41
$951,360.87 I
Page 51
EXHIBIT "E"
TO
DEVELOPMENT CONTRACT
ESTIMATED CONSTRUCTION COSTS
Bid Schedule G - Site Gradinq Phase 1 Sinole Family
Bid Schedule H - Sanitary Sewer Phase 1 Sinole Family
Bid Schedule I - Watermain Phase 1 Sinole Family
Bid Schedule J - Storm Sewer Phase 1 Sinole Family
Bid Schedule K - Streets thru Base Bituminous Phase 1 Sinole Family
Bid Schedule L - Streets Wear Course Payino Phase 1 Sinole Fami y
$432,361.78 I
$151.508.05 I
$166.391.20
$195,210.15
$296.856.74
$51,047.64
TOTAL for PHASE 1 SINGLE FAMILY
$1,293,375.56
Bid Schedule M - Site Gradinq Phase 2
Bid Schedule N - Sanitary Sewer Phase 2
Bid Schedule 0 - Watermain Phase 2
Bid Schedule P - Storm Sewer Phase 2
Bid Schedule Q - Streets thru Base Bituminous Phase 2
Bid Schedule R - Streets Wear Course PaYinq Phase 2
$475.984.00
$160.739.80
$157.340.50
$172,836.45
$278,289.38 I
$47,827.68 I
TOTAL for PHASE 2
$1.293.017.81
GRAND TOTAL
$3.537,754.24
1:\06 files\06 subdivisions\final\hickory shores\final development contract.doc
Page 52
EXHffiIT "E"
TO
DEVELOPMENT CONTRACT
ESTIMATED CONSTRUCTION COSTS
. AUG. 14. 2006S 12: 29PMtt TOllEFSONOEVElOPMENT
~ :FfIlIIG 'AX fiO :7634255155
NO, 6391 p, 22
May. 17 2186 ee:~ PC
~
Nunery & Landscaping
9340 fair Way
Maple Grove, 1m 55369
Phone (783)4264212" Pax (783)42504155
/ ~ Contracting, IDe.
Altn: Manhal. Johnson
1700 ~13th Ave. t.
Shakopee, IIN &1379
fix: 9SU~D7
-- QUOTATION
IDee., 5117108
Jcil: Hickory Shores
Prior Lake, MN
Qlf
252
232
50
172
-tal
SIze Variety
2.5" 0\., ~,II.,./ Tree
3.5" Overstory Tree
2.25" Ornamental Trees
e' Evergr.en Trees
-- .. ..:...
Prlc:a
$ 300.00
425.00
225.00
225.00
10#'
$
,/
AqtOUJJtl
75,800.00
98.800:00
,11.250.00 I __.
38.700.00 . '.J
10)'" go. f . ,...
z.z.." '5)'
ac:a.......
~
..
Total
$
"..,,~-,-
I . , 7>1.,.1: 33'7
(J If,. -
., :'''-~a'.
SinclJla/y,
Mfri H....
Owner . .; ~'.. ,.'
:<"..
~. " :"":'~. . .:.... .
-"-''-,.:- '~,-',.~t" ~~:
~~; ~. -
. ..~ ,"
.....-
. ;. ...,"
.... -,
.' ";.,
-,'
,t.'. .
.. .'
.. ..,J
: ",,-;C
RpN6:'''' ,~..
1:\06 files\06 subdivisions\final\hickory shores\final development contract.doc Page 53
EXHmIT "F'
TO
DEVELOPMENT CONTRACT
CONDITIONS OF PLAT AI:.c nOV AL
1. A current title opinion or commitment of title insurance is submitted acceptable to the City Attorney.
2. Payment of all fees prior to release of the final plat mylars.
3. Reductions of the entire final plat be submitted, to the following scales: 1" = 800'; 1" = 200'; and
one reduction at no scale which fits onto an 81/2" x II" sheet of paper.
4. Four mylar sets of the final plat with all required signatures are submitted.
5. The developer provides financial security, acceptable to the City Engineer prior to release of the final
plat mylars.
6. The final plat and all pertinent documents must be filed with Scott County within 90 days from the
date of final plat approval. Failure to record the documents by November 21, 2006, will render the
final plat null and void.
1:\06 files\06 subdivisions\final\hickory shores\final development contract.doc
Page 54