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(reserved for recording information)
DEVELOPMENT CONTRACT
(Developer Installed Improvements)
BETHLEHEM FIRST ADDITION
CONTRACT dated ____________________, 2017, by and between the CITY OF LAKEVILLE,
a Minnesota municipal corporation (“City”), and KINGSPATH SENIOR MINISTRIES INC., a Minnesota
nonprofit corporation (the “Developer”).
1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat
for Bethlehem First Addition (referred to in this Contract as the "plat"). The land is situated in the County
of Dakota, State of Minnesota, and is legally described as:
Outlot A, Paradise Hills 2ND Addition, according to the recorded plat thereof,
Dakota County, Minnesota.
2. CONDITIONS OF PLAT APPROVAL. The City hereby approves the plat on condition that
the Developer enter into this Contract, furnish the security required by it, and record the plat with the
County Recorder or Registrar of Titles within 100 days after the City Council approves the final plat.
3. RIGHT TO PROCEED. Within the plat or land to be platted, the Developer may not grade
or otherwise disturb the earth or remove trees, unless a grading permit has been approved by the City
Engineer following approval of a preliminary plat by the City Council, construct sewer lines, water lines,
streets, utilities, public or private improvements, or any buildings until all the following conditions have been
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satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the
necessary security has been received by the City, 3) the necessary insurance for the Developer and its
construction contractors has been received by the City, and 4) the plat has been filed with the Dakota
County Recorder or Registrar of Titles’ office.
4. PHASED DEVELOPMENT. If the plat is a phase of a multi-phased preliminary plat, the
City may refuse to approve final plats of subsequent phases if the Developer has breached this Contract
and the breach has not been remedied. Development of subsequent phases may not proceed until
Development Contracts for such phases are approved by the City. Park dedication charges referred to in
this Contract are not being imposed on outlots, if any, in the plat that are designated in an approved
preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed
when the outlots are final platted into lots and blocks.
5. PRELIMINARY PLAT STATUS. If the plat is a phase of a multi-phased preliminary plat,
the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into
lots and blocks, not outlots, within two (2) years after preliminary plat approval.
6. CHANGES IN OFFICIAL CONTROLS. For two (2) years from the date of this Contract, no
amendments to the City’s Comprehensive Plan, except an amendment placing the plat in the current
metropolitan urban service area, or official controls shall apply to or affect the use, development density, lot
size, lot layout or dedications of the approved plat unless required by state or federal law or agreed to in
writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary,
to the full extent permitted by state law, the City may require compliance with any amendments to the City’s
Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this
Contract.
7. DEVELOPMENT PLANS. The plat shall be developed in accordance with the following
plans. The plans shall not be attached to this Contract. With the exception of Plans A, B, C, and F the plans
may be prepared, subject to the City Engineer’s approval, after entering the Contract, but before
commencement of any work in the plat. The City Engineer may approve minor amendments to Plan B
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without City Council approval. The erosion control plan may also be approved by the Dakota County Soil
and Water Conservation District. If the plans vary from the written terms of this Contract, the written terms
shall control. The plans are:
Plan A - Plat
Plan B - Final Grading, Drainage, and Erosion Control Plan
Plan C - Tree Preservation Plan
Plan D - Plans and Specifications for Public Improvements
Plan E - Street Lighting Plan
Plan F - Landscape Plan
8. IMPROVEMENTS. The Developer shall install and pay for the following:
A. Sanitary Sewer System
B. Water System
C. Storm Sewer System
D. Streets
E. Concrete Curb and Gutter
F. Street Lights
G. Site Grading, Stormwater Treatment/Infiltration Basins, and Erosion Control
H. Underground Utilities
I. Setting of Iron Monuments
J. Surveying and Staking
K. Sidewalks and Trails
L. Retaining Walls
The improvements shall be installed in accordance with the City subdivision ordinance; City standard
specifications for utility and street construction; and any other ordinances including Section 11-16-7 of the
City Code concerning erosion and drainage and Section 4-1-4-2 prohibiting grading, construction activity,
and the use of power equipment between the hours of 10 o’clock p.m. and 7 o’clock a.m. The Developer
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shall submit plans and specifications which have been prepared by a competent registered prof essional
engineer to the City for approval by the City Engineer. The Developer shall instruct its engineer to provide
adequate field inspection personnel to assure an acceptable level of quality control to the extent that the
Developer’s engineer will be able to certify that the construction work meets the approved City standards
as a condition of City acceptance. In addition, the City may, at the City’s discretion and at the Developer’s
expense, have one or more City inspectors and a soil engineer inspect the work on a full or part-time basis.
The Developer, its contractors and subcontractors, shall follow all instructions received from the City’s
inspectors. The Developer’s engineer shall provide for on-site project management. The Developer’s
engineer is responsible for design changes and contract administration between the Developer and the
Developer’s contractor. The Developer or its engineer shall schedule a pre-construction meeting at a
mutually agreeable time at the City with all parties concerned, including the City staff, to review the
program for the construction work. Within thirty (30) days after the completion of the improvements and
before the security is released, the Developer shall supply the City with a complete set of reproducible “as
constructed” plans and an electronic file of the “as constructed” plans in an AutoCAD .DWG file or a .DXF
file, all prepared in accordance with City standards.
In accordance with Minnesota Statutes 505.021, the final placement of iron monuments for all lot
corners must be completed before the applicable security is released. The Developer ’s surveyor shall also
submit a written notice to the City certifying that the monuments have been installed following site grading,
utility and street construction.
9. CONTRACTORS/SUBCONTRACTORS. City Council members, City employees, and
City Planning Commission members, and corporations, partnerships, and other entities in which such
individuals have greater than a 25% ownership interest or in which they are an officer or director may not
act as contractors or subcontractors for the public improvements identified in Paragraph 8 above.
10. PERMITS. The Developer shall obtain or require its contractors and subcontractors to
obtain all necessary permits, which may include:
A. Dakota County for County Road Access and Work in County Rights-of-Way
B. MnDot for State Highway Access
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C. MnDot for Work in Right-of -Way
D. Minnesota Department of Health for Watermains
E. MPCA NPDES Permit for Construction Activity
F. MPCA for Sanitary Sewer and Hazardous Material Removal and Disposal
G. DNR for Dewatering
H. City of Lakeville for Building Permits
I. MCES for Sanitary Sewer Connections
J. City of Lakeville for Retaining Walls
11. DEWATERING. Due to the variable nature of groundwater levels and stormwater flows, it
will be the Developer’s and the Developer’s contractors and subcontractors responsibility to satisfy
themselves with regard to the elevation of groundwater in the area and the level of effort needed to
perform dewatering and storm flow routing operations. All dewatering shall be in accordance with all
applicable county, state, and federal rules and regulations. DNR regulations regarding appropriations
permits shall also be strictly followed.
12. TIME OF PERFORMANCE. The Developer shall install all required public improvements
by November 30, 2018. The Developer may, however, request an extension of time from the City. If an
extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect
cost increases and the extended completion date.
13. LICENSE. The Developer hereby grants the City, its agents, employees, officers and
contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in
conjunction with plat development.
14. EROSION CONTROL. Prior to initiating site grading, the erosion control plan, Plan B, shall
be implemented by the Developer and inspected and approved by the City or Dakota County Soil and
Water Conservation District. The City or Dakota County Soil and Water Conservation District may impose
additional erosion control requirements if they would be beneficial. All areas disturbed by the grading
operations shall be stabilized per the MPCA Stormwater Permit for Construction Activity. Seed shall be in
accordance with the City’s current seeding specification which may include temporary seed to provide
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ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as
necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the
Developer does not comply with the MPCA Stormwater Permit for Construction Activity or with the erosion
control plan and schedule or supplementary instructions received from the City or the Dakota County Soil
and Water Conservation District, the City may take such action as it deems appropriate to control erosion.
The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to
do so will not affect the Developer’s and City’s rights or obligations hereunder. If the Developer does not
reimburse the City for any cost the City incurred for such work within ten (10) days, the City may draw
down the letter of credit to pay any costs. No development, utility or street construction will be allowed and
no building permits will be issued unless the plat is in full compliance with the approved erosion control
plan.
15. GRADING. The plat shall be graded in accordance with the approved grading development
and erosion control plan, Plan “B”. The plan shall conform to City of Lakeville specifications. Within thirty
(30) days after completion of the grading and final establishment of ground cover or temporary stabilization
approved by the City, the Developer shall provide the City with an “as constructed” grading plan certified by
a registered land surveyor or engineer that all storm water treatment/infiltration basins and swales, have
been constructed on public easements or land owned by the City. The “as constructed” plan shall include
field verified elevations of the following: a) cross sections of storm water treatment/infiltration basins; b)
location and elevations along all swales, wetlands, wetland mitigation areas if any, locations and
dimensions of borrow areas/stockpiles, and installed “conservation area” posts; and c) lot corner elevations
and building pads, and all other items listed in City Code Section 10-3-5.NN. The City will withhold
issuance of a Certificate of Occupancy until the approved certified grading plan is on file with the City and
all erosion control measures are in place as determined by the City Engineer. The Developer certifies to
the City that all footings placed on fill have been monitored and constructed to meet or exceed FHA/HUD
79G specifications. The soils observation and testing report, including referenced development phases
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and lot descriptions, shall be submitted to the Building Official for review prior to the issuance of the
Certificate of Occupancy.
Prior to the release of the grading and erosion control security, the “as constructed” plan for the lots
must be submitted to verify that the final as-built grades and elevations of the specific lot and all building
setbacks are consistent with the approved grading plan for the development, and amendments thereto as
approved by the City Engineer, and that all required property monuments are in place. If the final grading,
erosion control and “as constructed” grading plan is not timely completed, the City may enter the lot,
perform the work, and draw on the letter of credit. Upon satisfactory completion of the grading, erosion
control and “as constructed” grading plan, the security, less any draw made by the City, shall be returned
to the person who deposited the funds with the City.
A certified as-built building pad survey must be submitted and approved for commercial, industrial
or institutional developments prior to issuance of a building permit.
16. CLEAN UP. The Developer shall clean dirt and debris from streets that has resulted from
construction work by the Developer, subcontractors, their agents or assigns. Prior to any construction in the
plat, the Developer shall identify in writing a responsible party and schedule for erosion control, street
cleaning, and street sweeping.
17. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction
required by this Contract and final acceptance by the City, the improvements lying within public easements
shall become City property without further notice or action.
18. CITY ENGINEERING ADMINISTRATION AND CONSTRUCTION OBSERVATION. The
Developer shall pay a fee for in-house engineering administration. City engineering administration will
include monitoring of construction observation, consultation with Developer and its engineer on status or
problems regarding the project, coordination for final inspection and acceptance, project monitoring during
the warranty period, and processing of requests for reduction in security. Fees for this service shall be
three percent (3%) of construction costs identified in the Summary of Security Requirements if using a
letter of credit, assuming normal construction and project scheduling. The Developer shall pay for
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construction observation performed by the City’s in-house engineering staff or consulting engineer.
Construction observation shall include part or full time inspection of proposed public utilities and street
construction and will be billed on hourly rates estimated to be five percent (5%) of the estimated
construction cost.
19. STORM SEWER AREA CHARGE. Development of Bethlehem First Addition includes
private storm sewer construction to be installed within Lot 1, Block 1 to collect and convey stormwater
runoff generated from within the site to the private stormwater management basin. The Developer must
sign a private stormwater maintenance agreement for the basin and dedicate a maintenance easement
over the basin area prior to City Council consideration of the final plat. Connections and modifications
shall be made to existing public storm sewer located along Indiana Avenue to fit the proposed site
development and collect draintile runoff.
The Trunk Storm Sewer Area Charge is due for the parent parcel and must be paid for Lot 1,
Block 1 at the time of final plat approval. The Trunk Storm Sewer Area Charge is calculated as follows:
181,566 s.f. x $0.198/s.f. = $35,950.07
Net Area of Lot 1, Block 1
Bethlehem First Addition
Area Charge Total Trunk Storm Sewer Area Charge
Final locations and sizes of all sanitary sewer, watermain, and storm sewer facilities will be
reviewed by City staff with the final construction plans.
20. SANITARY SEWER AVAILABILITY CHARGE. Development of Bethlehem First Addition
includes the connection to an existing public sanitary sewer service stub. Sanitary Sewer will be
extended within the site to provide sewer service to the proposed apartment complex.
21. WATERMAIN. Development of Bethlehem First Addition includes a connection to an
existing public watermain service stub and a new connection to public watermain. Private watermain will
be extended within the development to provide water service and fire pr otection to the proposed
apartment complex.
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22. CONSTRUCTION ACCESS. Construction traffic access and egress for grading, utility
construction, and site construction is restricted to access the subdivision from a rock construction entrance
at a single access location off of Indiana Avenue.
23. PARK DEDICATION. The Developer shall pay a cash contribution of $142,240.00 at the
time of final plat approval in satisfaction of the City’s park dedication requirements. The Park Dedication
Fee is based on the rate in effect at the time of final plat approval, calculated as follows:
70 units x $2,032.00 = $142,240.00
Residential Units in Lot 1, Block 1
Bethlehem First Addition
High Density Park Dedication
Fee
Park Dedication Requirement
24. STREET LIGHT OPERATION COSTS. The Developer shall pay to the City $2,452.10 at
the time of final plat approval in payment of the first year operating costs for street lights. The fee was
calculated as follows:
70 units x $35.03/unit = $2,452.1
Dwelling Units Streetlight Operating Fee Total
25. ENVIRONMENTAL RESOURCES EXPENSES. The Developer shall pay to the City at the
time of final plat approval $651.00 in payment of the first year environmental resources expenses for the
subdivision. The fee was calculated as follows:
70 units x 0.25 x $9.30/unit/quarter x 4 = $651.00
Dwelling Units - Lot 1, Block 1
Bethlehem First Addition
Apartment Utility Factor Environmental Resources Fee Quarters per year Total
26. LANDSCAPING. Landscaping shall be installed in accordance with the approved
landscape plan. The Developer shall post a $65,000.00 security at the time of final plat approval to
ensure that the landscaping is installed in accordance with the approved plan.
27. SPECIAL PROVISIONS. The following special provisions shall apply to plat development:
A. Implementation of the recommendations listed in the August 9, 2017, Engineering Report.
B. Prior to City Council approval of the final plat, the Developer shall furnish a boundary survey of
the proposed property to be platted with all property corner monumentation in place and marked
with lath and a flag. Any encroachments on or adjacent to the property shall be noted on the
survey. The Developer shall post a $200.00 security for the final placement of interior
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subdivision iron monuments at property corners. The security was calculated as follows: two
(2) lots/outlots at $100.00 per lot/outlots. The security will be held by the City until the
Developer's land surveyor certifies that all irons have been set following site grading and utility
and street construction. In addition, the certificate of survey must also include a certification that
all irons for a specific lot have either been found or set prior to the issuance of a building permit
for that lot.
C. The Developer shall pay a cash fee for the preparation of record construction drawings and City
base map updating. This fee is $90.00 per lot/outlot for a total charge of $180.00.
D. The Developer shall be responsible for the cost of street light installation consistent with a street
lighting plan approved by the City. Before the City signs the final plat, the Developer shall post
a security for street light installation consistent with the approved plan. The estimated amount
of this security is $4,200.00 and consists of three (3) mast arm street lights at $1,400.00 each.
E. The Developer is required to submit the final plat in electronic format. The electronic format
shall be either AutoCAD.DWG file or a .DXF file. All construction record drawings (e.g.,
grading, utilities, streets) shall be in electronic format in accordance with standard City
specifications.
28. SUMMARY OF SECURITY REQUIREMENTS. To guarantee compliance with the terms of
this Contract, payment of real estate taxes including interest and penalties, payment of special
assessments, payment of the costs of all public improvements, and construction of all public
improvements, the Developer shall furnish the City with a cash escrow, letter of credit or alternate security,
in the form attached hereto, from a bank ("security") for $165,290.00, plus a cash fee of $2,580.00 for City
engineering administration. If an alternate security is furnished, the Developer shall also furnish a letter of
credit for twenty-five percent (25%) of the alternate security amount to cover any contract increases. The
amount of the security was calculated as follows:
CONSTRUCTION COSTS:
A. Sanitary Sewer Connection $ 650.00
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B. Watermain Connections 3,150.00
C. Storm Sewer Connections 2,000.00
D. Driveway, Trail, and Street Connections 15,200.00
E. Erosion Control, Grading Certifications, Stormwater Basins 65,000.00
CONSTRUCTION SUB-TOTAL $ 86,000.00
OTHER COSTS:
A. Developer’s Design (3.0%) $ 2,580.00
B. Developer’s Construction Survey (2.5%) 2,150.00
C. City Legal Expenses (Est. 0.5%) 430.00
D. City Construction Observation (Est. 5.0%) 4,300.00
E. Developer’s Record Drawings (0.5%) 430.00
F. Landscaping 65,000.00
G. Street Lights 4,200.00
H. Lot Corners/Iron Monuments 200.00
OTHER COSTS SUB-TOTAL $ 79,290.00
TOTAL SECURITIES: $ 165,290.00
This breakdown is for historical reference; it is not a restriction on the use of the security. The bank shall be
subject to the approval of the City Administrator. The City may draw down the security, on five (5) business
days written notice to the Developer, for any violation of the terms of this Contract or without notice if the
security is allowed to lapse prior to the end of the required term. If the required public improvements are not
completed at least thirty (30) days prior to the expiration of the security, the City may also draw it down
without notice. If the security is drawn down, the proceeds shall be used to cure the default. Upon receipt of
proof satisfactory to the City that work has been completed and financial obligations to the City have been
satisfied, with City approval the security may be reduced from time to time by ninety percent (90%) of the
financial obligations that have been satisfied. Ten percent (10%) of the amounts certified by the
Developer's engineer shall be retained as security until all improvements have been completed, all financial
obligations to the City satisfied, the required "as constructed" plans have been received by the City, a
warranty security is provided, and the public improvements are accepted by the City Council. The City’s
standard specifications for utility and street construction outline procedures for security reductions.
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29. SUMMARY OF CASH REQUIREMENTS. The following is a summary of the cash
requirements under this Contract which must be furnished to the City prior to the City Council signing the
final plat:
A. Park Dedication Fee $ 142,240.00
B. Trunk Storm Sewer Area Charge 35,950.07
C. Streetlight Operating Fee 2,452.10
D. Environmental Resources Fee 651.00
E. City Base Map Updating 180.00
F. City Engineering Administration 2,580.00 (3% for letters of credit or 3.25% for alternate disbursement)
TOTAL CASH REQUIREMENTS $ 184,053.17
30. WARRANTY. The Developer warrants all improvements required to be constructed by it
pursuant to this Contract against poor material and faulty workmanship. The warranty period for streets is
one year. The warranty period for underground utilities is two years and shall commence following
completion and acceptance by City Council. The one year warranty period on streets shall commence
after the final wear course has been installed and accepted by the City Council. The Developer shall post
maintenance bonds in the amount of twenty-five percent (25%) of final certified construction costs to
secure the warranties. The City shall retain ten percent (10%) of the security posted by the Developer until
the maintenance bonds are furnished to the City or until the warranty period expires, whichever first occurs.
The retainage may be used to pay for warranty work. The City’s standard specifications for utility and street
construction identify the procedures for final acceptance of streets and utilities.
31. RESPONSIBILITY FOR COSTS.
A. Except as otherwise specified herein, the Developer shall pay all costs set forth herein, whether
incurred by it or the City in conjunction with the development of the plat, including but not limited
to Soil and Water Conservation District charges, legal, planning, engineering and construction
observation inspection expenses incurred in connection with approval and acceptance of the
plat, the preparation of this Contract, review of construction plans and documents, and all costs
and expenses incurred by the City in monitoring and inspecting development of the plat.
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B. The Developer shall hold the City and its officers, employees, and agents harmless from claims
made by itself and third parties for damages sustained or direct costs incurred resulting from
plat approval and development. The Developer shall indemnify the City and its officers,
employees, and agents for all costs, damages, or expenses which the City may pay or incur in
consequence of such claims, including reasonable attorneys' fees that are not the result of an
indemnified party’s own gross negligence or willful misconduct.
C. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract,
including engineering and attorneys' fees.
D. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is
attached, all special assessments referred to in this Contract. This is a personal obligation of the
Developer and shall continue in full force and effect even if the Developer sells one or more
lots, the entire plat, or any part of it.
E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under
this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may
halt plat development and construction until the bills are paid in full. Bills not paid within thirty
(30) days shall accrue interest at the rate of eighteen percent (18%) per year. Additionally, the
Developer shall pay in full all bills submitted to it by the City prior to any reductions in the
security for the development.
F. In addition to the charges and special assessments referred to herein, other charges and
special assessments may be imposed such as but not limited to sewer availability charges
("SAC"), City water connection charges, City sewer connection charges, and building permit
fees.
32. DEVELOPER’S DEFAULT. In the event of default by the Developer as to any of the work
to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall
promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an
emergency as determined by the City, is first given notice of the work in default, not less than forty-eight
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(48) hours in advance. This Contract is a license for the City to act, and it shall not be necessary for the
City to seek a Court order for permission to enter the land. When the City does any such work, the City
may, in addition to its other remedies, assess the cost in whole or in part.
33. MISCELLANEOUS.
A. The Developer represents to the City that the plat complies with all city, county, metropolitan,
state, and federal laws and regulations, including but not limited to: subdivision ordinances,
zoning ordinances, and environmental regulations. If the City determines that the plat does not
comply, the City may, at its option, refuse to allow construction or development work in the plat
until the Developer does comply. Upon the City's demand, the Developer shall cease work until
there is compliance.
B. Third parties shall have no recourse against the City under this Contract.
C. Breach of the terms of this Contract by the Developer shall be grounds for denial of building
permits, including lots sold to third parties.
D. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for
any reason held invalid, such decision shall not affect the validity of the remaining portion of this
Contract.
E. If building permits are issued prior to the acceptance of public improvements, the Developer
assumes all liability and costs resulting in delays in completion of public improvements and
damage to public improvements caused by the City, Developer, its contractors, subcontractors,
material men, employees, agents, or third parties. No sewer and water connections or
inspections may be conducted and no one may occupy a building for which a building permit is
issued on either a temporary or permanent basis until the streets needed for access have been
paved with a bituminous surface and the utilities are accepted by the City Engineer.
F. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of
this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties
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and approved by written resolution of the City Council. The City's failure to promptly take legal
action to enforce this Contract shall not be a waiver or release.
G. This Contract shall run with the land and may be recorded against the title to the property. In the
event this Contract is recorded, the City covenants to provide a recordable Certificate of
Completion promptly upon the completion of the work and responsibilities required herein,
payment of all costs and fees required and compliance with all terms of the 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
Contract, in the form attached hereto, from all parties who have an interest in the property; that
there are no unrecorded interests in the property being final platted; and that the Developer will
indemnify and hold the City harmless for any breach of the foregoing covenants.
H. Insurance. Prior to execution of the final plat, Developer and its general contractor shall
furnish to the City a certificate of insurance showing proof of the required insurance required
under this Paragraph. Developer and its general contractor shall take out and maintain or
cause to be taken out and maintained until six (6) months after the City has accepted the
public improvements, such insurance as shall protect Developer and its general contractor
and the City for work covered by the Contract including workers’ compensation claims and
property damage, bodily and personal injury which may arise from operations under this
Contract, whether such operations are by Developer and its general contractor or anyone
directly or indirectly employed by either of them. The minimum amounts of insurance shall be
as follows:
Commercial General Liability (or in combination with an umbrella policy)
$2,000,000 Each Occurrence
$2,000,000 Products/Completed Operations Aggregate
$2,000,000 Annual Aggregate
The following coverages shall be included:
Premises and Operations Bodily Injury and Property Damage
Personal and Advertising Injury
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Blanket Contractual Liability
Products and Completed Operations Liability
Automobile Liability
$2,000,000 Combined Single Limit – Bodily Injury & Property Damage
Including Owned, Hired & Non-Owned Automobiles
Workers Compensation
Workers’ Compensation insurance in accordance with the statutory requirements of the
State of Minnesota, including Employer’s Liability with minimum limits are as follows:
• $500,000 – Bodily Injury by Disease per employee
• $500,000 – Bodily Injury by Disease aggregate
• $500,000 – Bodily Injury by Accident
The Developer’s and general contractor’s insurance must be “Primary and Non-Contributory”.
All insurance policies (or riders) required by this Contract shall be (i) taken out by and
maintained with responsible insurance companies organized under the laws of one of the
states of the United States and qualified to do business in the State of Minnesota, (ii) shall
name the City, its employees and agents as additional insureds (CGL and umbrella only) by
endorsement which shall be filed with the City. A copy of the endorsement must be submitted
with the certificate of insurance.
Developer’s and general contractor’s policies and Certificate of Insurance shall contain a
provision that coverage afforded under the policies shall not be cancelled without at least
thirty (30) days’ advanced written notice to the City, or ten (10) days’ notice for non-payment
of premium.
An Umbrella or Excess Liability insurance policy may be used to supplement Developer’s
or general contractor’s policy limits on a follow-form basis to satisfy the full policy limits
required by this Contract.
I. Indemnification. To the fullest extent permitted by law, Developer agrees to defend, indemnify
and hold harmless the City, and its employees, officials, and agents from and against all
claims, actions, damages, losses and expenses, including reasonable attorney fees, arising
out of Developer’s negligence or its performance or failure to perform its obligations under this
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Contract. Developer’s indemnification obligation shall apply to Developer’s general
contractor, subcontractor(s), or anyone directly or indirectly employed or hired by Developer,
or anyone for whose acts Developer may be liable. Developer agrees this indemnity
obligation shall survive the completion or termination of this Contract.
J. Each right, power or remedy herein conferred upon the City is cumulative and in addition to
every other right, power or remedy, express or implied, now or hereafter arising, available to
City, at law or in equity, or under any other agreement, and each and every right, power and
remedy herein set forth or otherwise so existing may be exercised from time to time as often
and in such order as may be deemed expedient by the City and shall not be a waiver of the
right to exercise at any time thereafter any other right, power or remedy.
K. The Developer may not assign this Contract without the written permission of the City Council.
The Developer's obligation hereunder shall continue in full force and effect even if the
Developer sells one or more lots, the entire plat, or any part of it, until the City’s issuance of a
Certificate of Completion and Release. The City will agree to collateral assignment of the
Development Contract to the Developer’s lender upon approval of the form of the assignment
by the City Administrator.
L. Retaining walls that require a building permit shall be constructed in accordance with plans and
specifications prepared by a structural or geotechnical engineer licensed by the State of
Minnesota. Following construction, a certification signed by the design engineer shall be filed
with the Building Official evidencing that the retaining wall was constructed in accordance with
the approved plans and specifications. All retaining walls identified on the development plans
and by special conditions referred to in this Contract shall be constructed before any other
building permit is issued for a lot on which a retaining wall is required to be built.
M. Should the Developer convey any lot or lots in the Development to a third party, the City and the
owner of that lot or those lots may amend this Development Contract or other city approvals or
agreements for development or use of those lots without the approval or consent of the
18
193977v2
Developer or other lot owners in the Development. Private agreements between the owners of
lots within the Development for shared service or access and related matters necessary for the
efficient use of the Development shall be the responsibility of the lot owners and shall not bind
or restrict City authority to approve applications from any lot owner in the Development.
34. NOTICES. Required notices to the Developer shall be in writing, and shall be either hand
delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the
following address: 833 Green Acre Court, Belle Plaine, Minnesota 56011. Notices to the City shall be
in writing and shall be either hand delivered to the City Administrator, or mailed to the City by certified
mail in care of the City Administrator at the following address: Lakeville City Hall, 20195 Holyoke
Avenue, Lakeville, Minnesota 55044.
[The remainder of this page has been intentionally left blank.
Signature pages follow.]
19
193977v2
CITY OF LAKEVILLE
BY: ___________________________________________
Douglas P. Anderson, Mayor
(SEAL)
AND __________________________________________
Charlene Friedges, City Clerk
STATE OF MINNESOTA )
)ss.
COUNTY OF DAKOTA )
The foregoing instrument was acknowledged before me this ________ day of ______________,
2_____, by Douglas P. Anderson and by Charlene Friedges, the Mayor and City Clerk of the City of
Lakeville, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority
granted by its City Council.
______________________________________________
NOTARY PUBLIC
21
193977v2
FEE OWNER CONSENT
TO
DEVELOPMENT CONTRACT
BETHLEHEM EVANGELICAL LUTHERAN CHURCH OF LAKEVILLE MINNESOTA, a Minnesota
nonprofit corporation, fee owner 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 it.
Dated this _____ day of ____________, 2017.
BETHLEHEM EVANGELICAL LUTHERAN CHURCH
OF LAKEVILLE MINNESOTA
By:
Its:
By:
Its:
STATE OF MINNESOTA )
) ss.
COUNTY OF DAKOTA )
The foregoing instrument was acknowledged before me this ______ day of _____________,
2017, by ______________________________________ and _________________________________,
respectively the ______________________ and ____________________________ of Bethlehem
Evangelical Lutheran Church of Lakeville Minnesota, a Minnesota nonprofit corporation, on its behalf.
NOTARY PUBLIC
DRAFTED BY:
CAMPBELL KNUTSON
Professional Association
Grand Oak Office Center I
860 Blue Gentian Road, Suite 290
Eagan, Minnesota 55121
651-452-5000
AMP/cjh
22
193977v2
MORTGAGE CONSENT
TO
DEVELOPMENT CONTRACT
WELS CHURCH EXTENSION FUND, INC., a Wisconsin corporation, which holds a mortgage on
the subject property, the development of which is governed by the foregoing Development Contract, agrees
that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage.
Dated this _____ day of ____________, 2017.
WELS CHURCH EXTENSION FUNDS, INC.
By:______________________________________
Its:
STATE OF ____________ )
)ss.
COUNTY OF __________ )
The foregoing instrument was acknowledged before me this _____ day of ________________,
2017, by ________________________________________ the ___________________________ of
WELS CHURCH EXTENSION FUNDS, INC., a Wisconsin corporation, on its behalf.
________________________________________
NOTARY PUBLIC
DRAFTED BY:
CAMPBELL KNUTSON
Professional Association
Grand Oak Office Center I
860 Blue Gentian Road, Suite 290
Eagan, Minnesota 55121
651-452-5000
AMP/cjh
1
194284v1
STORMWATER MANAGEMENT/
BEST MANAGEMENT PRACTICE
FACILITIES AND EASEMENT AGREEMENT
City of Lakeville
THIS AGREEMENT, made and entered into this ____ day of ____________, 2017, by
and between Kingspath Senior Ministries Inc., a Minnesota nonprofit corporation, hereinafter
called the "Landowner", and the City of Lakeville, Minnesota, hereinafter called the "City".
RECITALS
WHEREAS, the Landowner is the owner of certain real property located in Dakota
County, Minnesota legally described in Exhibit A attached hereto ("Property"); and
WHEREAS, the Landowner is proceeding to build on and develop the Property; and
WHEREAS, the Site Plan/Subdivision Plan known as Bethlehem First
Addition hereinafter called the "Plan", which is expressly made a part hereof, as approved or to be
approved by the City, provides for detention/retention of stormwater within the confines of the
Property; and
WHEREAS, the City and the Landowner, its successors and assigns, including any
homeowners association, agree that the health, safety, and welfare of the residents of the City of
Lakeville, Minnesota, require that on-site stormwater management/BMP facilities be constructed
and maintained on the Property; and
WHEREAS, the City requires that on-site stormwater management/BMP facilities
(“Stormwater Facilities”) as shown on the Plan be constructed and adequately maintained by the
Landowner, its successors and assigns, including any homeowners association; and
WHEREAS, the Landowner shall grant to the City an easement for access, drainage and
utility over a portion of the Property (the “Easement Area”) legally described on Exhibit B attached
hereto and depicted on Exhibit C attached hereto to comply with work required under the terms of
this Agreement.
NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants
contained herein, and the following terms and conditions, the parties hereto agree as follows:
1. The Stormwater Facilities shall be constructed by the Landowner, its successors
and assigns, in accordance with the plans and specifications identified in the Plan.
2. The Landowner, its successors and assigns, including any homeowners association,
shall adequately maintain the Stormwater Facilities in accordance with their Stormwater
Maintenance Plan and the City engineering standards for stormwater treatment facilities attached
2
194284v1
hereto as Exhibit D. This includes all pipes, channels, and other conveyances built to convey
stormwater to the facility, as well as all structures, improvements, and vegetation provided to
control the quantity and quality of the stormwater. Adequate maintenance is herein defined as good
working condition so that these facilities are performing their design functions.
3. The Landowner, its successors and assigns, shall inspect the Stormwater Facilities
and submit an inspection report annually and shall be responsible for the payment of any associated
costs. The purpose of the inspection is to assure safe and proper functioning of the facilities. The
inspection shall cover the entire facilities, berms, outlet structure, pond areas, access roads, buffers,
etc. Deficiencies shall be noted in the inspection report. A storage treatment basin will be
considered inadequate if it is not compliant with all requirements of the approved Plan and City
engineering standards set forth in Exhibit D.
4. The Landowner, its successors and assigns, hereby grant permission to the City, its
authorized agents and employees, to enter upon the Property and to inspect the stormwater
management/BMP facilities whenever the City deems necessary. The City shall provide the
Landowner, its successors and assigns, copies of the inspection findings and a directive to
commence with the repairs if necessary (“Inspection Report”).
5. In the event the Landowner, its successors and assigns, fails to maintain the
Stormwater Facilities in good working condition acceptable to the City and such failure continues
for 60 days after the City gives the Landowner written notice of such failure, the City may enter
upon the Property and take whatever steps necessary, including excavation and the storage of
materials and equipment, to correct deficiencies identified in the Inspection Report. The City's
notice shall specifically state which maintenance tasks are to be performed. The City may charge
the costs, including assessing the city’s costs to the landowner’s property taxes of such repairs, to
the Landowner, its successors and assigns. This provision shall not be construed to allow the City
to erect any structure of permanent nature on the land of the Landowner outside of the Easement
Area for the Stormwater Facilities. It is expressly understood and agreed that the City is under no
obligation to routinely maintain or repair said Stormwater Facilities, and in no event shall this
Agreement be construed to impose any such obligation on the City. In addition, Landowner agrees
that it is, and will be, solely responsible to address complaints and legal claims brought by any
third party with regard to the maintenance and operation and the consequences there from the
Stormwater Facilities. The Landowner expressly agrees to defend and hold the city harmless from
any such third-party claim.
6. Landowner hereby grants to the City, its successors and assigns, a permanent non-
exclusive easement for the purpose of accessing and maintaining the Stormwater Facilities
pursuant to the terms of this Agreement over, on, across, under and through the Easement Area.
The easement shall include the rights, but not the obligation, of the City, its contractors, agents,
servants, and assigns, to enter upon the Easement to construct, reconstruct, inspect, repair, and
maintain said private Stormwater Facilities together with the right to grade, level, fill, drain, pave,
and excavate the Easement Area, and the further right to remove trees, bushes, undergrowth, and
other obstructions interfering with the location, construction, and maintenance of said private
Stormwater Facilities systems.
3
194284v1
7. The Landowner, its successors and assigns, will perform the work necessary to keep
these Stormwater Facilities in good working order as appropriate. In the event a maintenance
schedule for the Stormwater Facilities (including sediment removal) is outlined on the approved
plans, the schedule will be followed and comply with all federal, state, and local regulations
relating to the disposal of material.
8. In the event the City, pursuant to this Agreement, performs work of any
nature, or expends any funds in performance of said work for labor, use of equipment,
supplies, materials, and the like, the Landowner, its successors and assigns, shall reimburse
the City upon demand, within thirty (30) days of receipt thereof for all actual costs incurred
by the City hereunder.
9. This Agreement imposes no liability of any kind whatsoever on the City. The
Landowner hereby agrees to indemnify and hold harmless the City and its agents and employees
against any and all claims, demands, losses, damages, and expenses (including reasonable
attorneys' fees) arising out of or resulting from the Landowner or the Landowner’s agents or
employee's negligent or intentional acts, or any violation of any safety law, regulation or code in
the performance of this Agreement, without regard to any inspection or review made or not made
by the City, its agents or employees or failure by the City, its agents or employees to take any oth er
prudent precautions. In the event the City, upon the failure of the Landowner to comply with any
conditions of this Agreement, performs said conditions pursuant to its authority in this Agreement,
the Landowner shall indemnify and hold harmless the City, its employees, agents and
representatives for its own negligent acts in the performance of the Landowner’s required work
under this Agreement, but this indemnification shall not extend to intentional or grossly negligent
acts.
10. This Agreement shall be recorded among the land records of Dakota County,
Minnesota, and shall constitute a covenant running with the land, and shall be binding on the
Landowner, its administrators, executors, assigns, heirs and any other successors in interests,
including any homeowners association.
(remainder of page intentionally left blank)
(signature pages to follow)
5
194284v1
CITY OF LAKEVILLE
By:
Douglas P. Anderson, Mayor
(SEAL)
And:
Charlene Friedges, City Clerk
STATE OF MINNESOTA )
)ss.
COUNTY OF DAKOTA )
The foregoing instrument was acknowledged before me this ________ day of
______________, 2017, by Douglas P. Anderson and by Charlene Friedges, the Mayor and City
Clerk of the City of Lakeville, a Minnesota municipal corporation, on behalf of the corporation
and pursuant to the authority granted by its City Council.
Notary Public
6
194284v1
EXHIBIT A
Legal Description of Property
Lot 1, Block 1, Bethlehem First Addition, according to the recorded plat thereof,
Dakota County, Minnesota.
(Abstract Property)
7
194284v1
EXHIBIT B
Legal Description of Easement Area
8
194284v1
EXHIBIT C
9
194284v1
EXHIBIT D
CITY OF LAKEVILLE
ENGINEERING STANDARDS FOR STORM WATER
TREATMENT FACILITIES
Pond Maintenance Requirements
1. Annual inspection, maintenance reporting and certification by a professional engineer
(Provided by Owner). Information must be submitted to the City annually.
2. Excavate pond to original design capacity when one half (1/2) of the wet volume of the
pond is lost due to sediment deposition.
3. Remove floatable debris in and around the pond area including, but not limited to: oils,
gases, debris and other pollutants.
4. Maintain landscape adjacent to the facility per original design, including but not limited
to: maintenance of the buffer strip and other plant materials as per original plan design.
5. Maintenance of all erosion control measures including but not limited to: rip rap storm
sewer outlets, catch basin inlets, etc.
Infiltration/Rain Garden Maintenance Requirements
1. Inlet and Overflow Spillway – Remove any sediment build-up or blockage and correct
any erosion.
2. Vegetation
a. Maintain at least 80% surface area coverage of plants approved per plan.
b. Removal of invasive plants and undesirable woody vegetation.
c. Removal of dried, dead and diseased vegetation.
d. Re-mulch void or disturbed/exposed areas.
3. Annual inspection and maintenance efforts must be documented and submitted to the
City.
Underground Infiltration System
1. Inspection of street or parking surface must be inspected for evidence of potholes,
sinkholes, sediment build up, or surface ponding annually.
2. Annual inspections must be completed of pipe symmetry, pipe joint connections, and
outlet structures to look for cracks, defects, misalignment, or seepage.
10
194284v1
3. Inspection for accumulation of sediment must be done annually, maintenance should be
performed when sediment accumulation occurs.
4. Visual inspection for trash and debris must be conducted monthly and following rain
events of 1 inch or greater in 24 hours.
5. Inspections must be performed annually to look for oil accumulation in device or
immediately after a spill occurs. Maintenance must be done when a layer of oil/gasoline
develops on the surface.
Environmental Manhole Maintenance Requirements
1. Annual inspections, maintenance reporting and certification must be completed by a
professional engineer licensed in the State of Minnesota at Owner’s expense.
Information must be submitted to the City annually.
2. Maintenance must be performed once the sediment or oil depth exceeds the established
requirements recommended by the manufacturer.
3. Maintenance must occur immediately after a spill takes place. Appropriate regulatory
agencies must also be notified in the event of a spill.
4. Disposal of materials shall be in accordance with local, state and federal requirements as
applicable.
120 FUTURESTALLSLOT 1BLOCK 1STOP SIGN AND STOP BARNEW EDGE OF WOODED AREA(2) THORNLESSHAWTHORN(5) NORWAYSPRUCECEDAR MULCH(MIN. 3' AT BLDG.)(10)EMERALDARBORVITAE(2) HONEYLOCUST(5) WHITE PINE(3) NORTHERNRED OAK(8) EXISTING 15' TO 20'SPRUCE TREES(3) EXISTING 15' TO 20'SPRUCE TREES(1) FALL FIESTASUGAR MAPLEPLASTIC EDGING ATALL MULCH (TYP)(9) EASTERN REDCEDAR(3) THORNLESSHAWTHORN(2)FALLFIESTASUGARMAPLE(3) FALLFIESTASUGARMAPLE(2) SERVICEBERRY"AUTUMN BRILLIANCE"(3)COLUMNERWHITEPINE(3) BLUE NEST SPRUCE31.59.018.
0
STOP SIGN AND STOP BARSTOP SIGN AND STOP BAR24.0
1. SOD ALL AREAS WITHIN CONSTRUCTION LIMITS LINE UNLESS OTHERWISE NOTED.2. SHRUBS/PERENIAL BEDS2.1 LANDSCAPE EDGING SHALL BE SPADED EDGE2.2 MULCH SHALL BE SHREDDED HARDWOOD MULCH, CLEAN AND FREE OF NOXIOUS WEEDS OR OTHER DELETERIOUS MATERIAL. DELIVER MULCH ON DAY OF INSTALLATION.USE 4" FOR TREES, 3" FOR SHRUB BEDS, AND 2" FOR PERENNIAL/GROUND COVER BEDS, UNLESSOTHERWISE DIRECTED. FOR TREES WITHIN SOD AREAS, PROVIDE 6' DIAMETER CIRCLE OFMULCH. APPLY PELLET WEED PREVENTER UNDER MULCH BEDS IN PERENNIAL AREAS.3. PROVIDE IRRIGATION SYSTEM FOR ALL LAWN AND PLANTING AREAS. PROVIDE A DRAWINGWITH HEAD LAYOUT, SPACING, TYPE, BACKFLOW PREVENTER LOCATION, VALVE BOX LOCATIONS,ZONES AND PIPE SIZING.4. MINIMUM HEIGHT OF CONIFEROUS TREES IS MEASURED FROM THE TOP OF THE ROOT BALLTO THE BOTTOM OF THE LEADER.SEE SHEET C-8 FOR PLANTINGS ATPERIMETER OF BUILDING
1
2
3
4
5
6
7
±DODDBLVD(CSAH9)IPAVAAVEBethlehem
First Addition
plat area
ING
L
E
SI
DECTINNDAL
E
DR192NDST
194TH STIREDELL CT
City of Lakeville
Bethlehem First Add
Preliminary/Final Plat
Comp Plan Amend
Zoning Map Amend
EXHIBIT A
IRELAND WAY
1
9
4
T
H
S
T
±
P/QP
RD
RD
RD
MDR
MDR
LDR
LDR
LDR
L/MDR
M/HDR
MDR
Proposed change
from MDR to HDR
1
9
4
T
H
ST
DODDBLVD(CSAH9)1 9 2ND ST
194TH STIPAVAAVE
(Lakeville North
High School)
190TH ST
Bethlehem
First Addition
plat area
City of Lakeville
Bethlehem First Add
Comp Plan Amend
Proposed Land UseEXHIBIT B
±
P/OS
P/OS
P/OS
P/OS
RM-1
RM-1
RS-2
RS-3
PUD
RST-2
RM-2
PUD
Proposed change
from RM-1 to RH-2
1
9
4
T
H
ST
DODDBLVD(CSAH9)1 9 2ND ST
194TH STIPAVAAVE
(Lakeville North
High School)
190TH ST
Bethlehem
First Addition
plat area
PUD
RS-3
City of Lakeville
Bethlehem First Add
Proposed Zoning
Map AmendEXHIBIT CIRELANDWAYINNDA
L
E
D
R IN
G
L
E
SIDECTINNDALE DR
BENCHMARK - TOP NUT HYDRANT
ELEVATION = 1002.38
FUTURE
WORSHIP
FUTURE
FUTURE
205
STALLS
120 FUTURE
STALLS
PONDING
LOT 1
BLOCK 1
20 20
1919
1919
15
16
161415
13
122 FUTURE
STALLS 31.5
9.0 18.0STOP SIGN AND STOP BAR
STOP SIGN AND STOP BAR
STOP SIGN AND STOP BAR
24.0NWL=1003.0
10-YR=1003.8
100-YR=1005.9
LOT 2
BLOCK 1
EXISTING LEGEND
LOT LINE
RIGHT-OF-WAY LINE
EASEMENT LINE
WATER MAIN
SANITARY SEWER
STORM SEWER
WATER SERVICE
SANITARY SERVICE
CHAIN LINK FENCE
VINYL/WOOD FENCE
LIGHT POLE
POWER POLE
XFMR. TRANSFORMER
CBLX. CABLE BOX
TEL. TELEPHONE BOX
E.M. ELECTRIC METER
G.M. GAS METER
A.C. AIR CONDITIONER
HYDRANT
WATER VALVE
P.I.V. POST INDICATOR VALVE
SANITARY MANHOLE
C.O. CLEANOUT
STORM MANHOLE
AREA CATCH BASIN
CATCH BASIN
CONIFEROUS TREE
DECIDUOUS TREE
CONTOUR LINE
SPOT ELEVATION
DRAINAGE ARROW
DETAIL
NOTE
NOTES
1. UTILITIES SHOWN ARE APPROXIMATE LOCATION. LOCATIONS OF UNDERGROUND UTILITIES COMPILED
FROM VISUAL EVIDENCE (FLAGGING & PAINT MARKS) AND RECORD DRAWINGS (DESIGN & AS-BUILT).
CALL GOPHER STATE ONE CALL AT 811 FOR ALL UTILITY, GAS LINE, AND ELECTRICAL LINE LOCATIONS
PRIOR TO EXCAVATION.
2. PROPERTY CURRENTLY ZONED RM-1 (MEDIUM DENSITY RESIDENTIAL DISTRICT).
3. SURVEY COMPLETED IN DECEMBER, 2016.
4. TOTAL AREA OF PROPERTY AS SHOWN:
A. AREA OF PROPERTY TO BE PLATTED: 810,599 SQ. FT. (18.609 AC.)
B. PROPOSED LOT 1, BLOCK 1 = 181,566 SQ. FT. (4.168 AC.)
C. PROPOSED LOT 2, BLOCK 1 = 629,033 SQ. FT. (14.440 AC.)
BENCHMARK - TOP NUT OF HYDRANT ON SOUTHEAST CORNER OF SITE, ELEVATION = 1002.38
OUTLOT ALOT 1BLOCK 1DEPARTMENT OF PROPERTY TAXATION AND RECORDSCOUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTACITY COUNCIL, CITY OF LAKEVILLE, MINNESOTACOUNTY SURVEYOR, DAKOTA COUNTY, MINNESOTASURVEYORS CERTIFICATEBETHLEHEM FIRST ADDITION
120 FUTURE1012.731010.001012.651000.40999.801000.401000.501001.001001.001002.801001.00FF=1002.90FF=1013.231002.901001.001002.401002.901012.731010.00997.001000.401001.001001.00999.40B-1B-2B-3B-6B-5B-4B-7B-8B-9B-14B-13B-12B-11B-15B-101002.601002.361002.401001.001002.161002.16995.701002.601001.001001.08999.001000.751001.00LOT 1BLOCK 1SILT FENCESILT FENCEHYDCOPIV31.59.018.
0
STOP SIGN AND STOP BARSTOP SIGN AND STOP BARSTOP SIGN AND STOP BARGUTTER-OUT CURB ALONGPARKING/BUILDING AREA24.0
NOTES:1. TOTAL NUMBER OF TREES ON SITE = 952. NUMBER OF TREES TO BE SAVED = 49 = 51.6%3. NUMBER OF TREES TO BE REMOVED =46 = 48.4%
BENCHMARK - TOP NUT HYDRANTELEVATION = 1002.38FUTUREWORSHIPFUTUREFUTURE205STALLS120 FUTURESTALLSPONDING1021.50 1021.0
1
0
2
3
.
0
0
1
0
2
2
.
0
0
1023.
0
0
1
0
2
2
.
0
0
1009.001
0
0
2
.
0
0
1028.50
FF=1023.501029.10 1028.50
1012.731010.001012.651000.40999.801000.401000.501001.001001.001002.801001.00FF=1002.90FF=1013.231002.901001.001002.401002.901012.731010.00997.001000.401001.001001.00HYD999.40DTDTDTDTDTDTDTDTB-1B-2B-3B-6B-5B-4B-7B-8B-9B-14B-13B-12B-11B-15B-101002.601002.361002.401001.001002.161002.16995.701002.601001.001001.08999.001000.75DTDTD
T
DTDT1001.00OUTLOT ALOT 1BLOCK 1202019191919151616141513122 FUTURESTALLSDTDTDTDTDTDTDTDTDTDTINV=1000.97 C.Y. RIP-RAPSILT FENCESILT FENCEHYDCOPIVB-1B-2B-3B-4B-5B-6B-7B-8B-9B-10B-11B-12B-13B-14B-15B-16B-1731.59.018.0
STOP SIGN AND STOP BARSTOP SIGN AND STOP BARSTOP SIGN AND STOP BARGUTTER-OUT CURB ALONGPARKING/BUILDING AREA24.0 NWL=1000.810-YR=1003.3100-YR=1005.6EXISTING LEGENDLOT LINERIGHT-OF-WAY LINEEASEMENT LINEWATER MAINSANITARY SEWERSTORM SEWERWATER SERVICESANITARY SERVICECHAIN LINK FENCEVINYL/WOOD FENCELIGHT POLEPOWER POLEXFMR. TRANSFORMERCBLX. CABLE BOXTEL. TELEPHONE BOXE.M. ELECTRIC METERG.M. GAS METERA.C. AIR CONDITIONERHYDRANTWATER VALVEP.I.V. POST INDICATOR VALVESANITARY MANHOLEC.O. CLEANOUTSTORM MANHOLEAREA CATCH BASINCATCH BASINCONIFEROUS TREEDECIDUOUS TREECONTOUR LINESPOT ELEVATIONDRAINAGE ARROWDETAILNOTE
120 FUTURE1012.731010.001012.651000.40999.801000.401000.501001.001001.001002.801001.00FF=1002.90FF=1013.231002.901001.001002.401002.901012.731010.00997.001000.401001.001001.00CBCB999.40B-1B-2B-3B-6B-5B-4B-7B-8B-9B-14B-13B-12B-11B-15B-101002.601002.361002.401001.001002.161002.16995.701002.601001.001001.08999.001000.75DTDTDTDTDTD
T
D
T
D
T
DTDTDTDT1001.00LOT 1BLOCK 1DTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTDTAREA CB-6 AND 100 L.F. OF 12" PVCSTORM PIPE AT 3.9% SLOPE.TC=1010.0INV=999.9200 L.F. OF 8" PVC SLOTTED DRAIN TILE AT 0.5%SLOPE. SEE DETAIL ON SHEET C-10180 L.F. OF 8" PVC SLOTTED DRAIN TILE AT 0.5%SLOPE. SEE DETAIL ON SHEET C-10INV=1000.9AREA CB-1 AND 118 L.F. OF 12" PVCSTORM PIPE AT 1.86% SLOPE.TC=1010.0INV=1000.0STORM MH-4 AND 270 L.F. OF 15"PVC STORM PIPE @ 0.3% SLOPE.TC=1000.60INV=996.95SUMP INV=994.95CURB INLET CB-5 AND 49 L.F. OF 18"PVC STORM PIPE AT 0.3% SLOPE.TC=999.40INV=996.14SUMP INV=994.14FE=996.0FE=996.0FE=995.0CURB INLET CB-3 AND 154 L.F. OF5" PVC STORM PIPE @ 0.3% SLOPE.TC=999.80INV=997.41SUMP INV=995.41CURB INLET CB-2 AND 163 L.F. OF 12"PVC STORM PIPE AT 0.3% SLOPE.TC=1000.50INV=997.80SUMP INV=995.80SKIMMER STRUCTURE AND 127 L.F. OF 12" PVCSTORM PIPE AT 2.76% SLOPE.OVERFLOW=999.00INV=996.00SUMP INV=994.07 C.Y. RIP-RAPSILT FENCESILT FENCEHYDCOWET-TAP 16" WATER MAIN AND INSTALL123L.F. OF 6" DIP PIPE AND HYDRANT/VALVEEXTEND 8" WATER MAIN 100 L.F. TOBUILDING AND INSTALL PIVPIV31.59.018.
0
STOP SIGN AND STOP BARSTOP SIGN AND STOP BARSTOP SIGN AND STOP BARGUTTER-OUT CURB ALONGPARKING/BUILDING AREA24.0
NWL=996.010-YR=997.4100-YR=999.2EOF=999.5EOF=1001.08EXISTING LEGENDLOT LINERIGHT-OF-WAY LINEEASEMENT LINEWATER MAINSANITARY SEWERSTORM SEWERWATER SERVICESANITARY SERVICECHAIN LINK FENCEVINYL/WOOD FENCELIGHT POLEPOWER POLEXFMR. TRANSFORMERCBLX. CABLE BOXTEL. TELEPHONE BOXE.M. ELECTRIC METERG.M. GAS METERA.C. AIR CONDITIONERHYDRANTWATER VALVEP.I.V. POST INDICATOR VALVESANITARY MANHOLEC.O. CLEANOUTSTORM MANHOLEAREA CATCH BASINCATCH BASINCONIFEROUS TREEDECIDUOUS TREECONTOUR LINESPOT ELEVATIONDRAINAGE ARROWDETAILNOTE
120 FUTURELOT 1BLOCK 1NEW EDGE OF WOODED AREA(2) THORNLESSHAWTHORN(5) NORWAYSPRUCECEDAR MULCH(MIN. 3' AT BLDG.)(10)EMERALDARBORVITAE(2) HONEYLOCUST(5) WHITE PINE(3) NORTHERNRED OAK(8) EXISTING 15' TO 20'SPRUCE TREES(3) EXISTING 15' TO 20'SPRUCE TREES(1) FALL FIESTASUGAR MAPLEPLASTIC EDGING ATALL MULCH (TYP)(10) DECLARATIONLILAC(3) THORNLESSHAWTHORN(2)FALLFIESTASUGARMAPLE(3) FALLFIESTASUGARMAPLE(2) SERVICEBERRY"AUTUMN BRILLIANCE"(3)COLUMNERWHITEPINE(3) BLUE NEST SPRUCE31.59.018.
0
STOP SIGN AND STOP BARSTOP SIGN AND STOP BARSTOP SIGN AND STOP BAR24.0
1. SOD ALL AREAS WITHIN CONSTRUCTION LIMITS LINE UNLESS OTHERWISE NOTED.2. SHRUBS/PERENIAL BEDS2.1 LANDSCAPE EDGING SHALL BE SPADED EDGE2.2 MULCH SHALL BE SHREDDED HARDWOOD MULCH, CLEAN AND FREE OF NOXIOUS WEEDS OR OTHER DELETERIOUS MATERIAL. DELIVER MULCH ON DAY OF INSTALLATION.USE 4" FOR TREES, 3" FOR SHRUB BEDS, AND 2" FOR PERENNIAL/GROUND COVER BEDS, UNLESSOTHERWISE DIRECTED. FOR TREES WITHIN SOD AREAS, PROVIDE 6' DIAMETER CIRCLE OFMULCH. APPLY PELLET WEED PREVENTER UNDER MULCH BEDS IN PERENNIAL AREAS.3. PROVIDE IRRIGATION SYSTEM FOR ALL LAWN AND PLANTING AREAS. PROVIDE A DRAWINGWITH HEAD LAYOUT, SPACING, TYPE, BACKFLOW PREVENTER LOCATION, VALVE BOX LOCATIONS,ZONES AND PIPE SIZING.4. MINIMUM HEIGHT OF CONIFEROUS TREES IS MEASURED FROM THE TOP OF THE ROOT BALLTO THE BOTTOM OF THE LEADER.SEE SHEET C-8 FOR PLANTINGS ATPERIMETER OF BUILDING
CA
R
S
T
A
.
CA
R
S
T
A
.LOT 1BLOCK 1NEW EDGE OF WOODED AREA(2) THORNLESS HAWTHORNCEDAR MULCH(MIN. 3' AT BLDG.)(10) EMERALDARBORVITAE(2) HONEY LOCUST(5) WHITE PINE(3) NORTHERN RED OAK(3) EXISTING 15' TO 20'SPRUCE TREES(1) FALL FIESTASUGAR MAPLE(3) THORNLESS HAWTHORN(2) FALL FIESTASUGAR MAPLE(3) FALL FIESTA SUGARMAPLEBD(3) COLUMNERWHITE PINE16AD6BD16BD16BD16BD16BD16AD3AD3BD16(3) BLUE NEST SPRUCEJH9BN2AD6BN2BD12AD2BV6BD12BD12TY3TY2TY1AD7BV2BD14JH9TY2BV8BV5AD4AD4BV3AD8JH9BD16BN2TY3JH17BD16AD3BD16JH17BN3BV5JH11BN2NOTES:1. SOD ALL AREAS WITHIN CONSTRUCTION LIMITS LINE UNLESS OTHERWISE NOTED.2. SHRUBS/PERENIAL BEDS2.1 LANDSCAPE EDGING SHALL BE SPADED EDGE2.2 MULCH SHALL BE SHREDDED HARDWOOD MULCH, CLEAN AND FREE OFNOXIOUS WEEDS OR OTHER DELETERIOUS MATERIAL. DELIVER MULCHON DAY OF INSTALLATION. USE 4" FOR TREES, 3" FOR SHRUB BEDS, AND 2" FOR PERENNIAL/GROUND COVER BEDS, UNLESS OTHERWISEDIRECTED. FOR TREES WITHIN SOD AREAS, PROVIDE 6' DIAMETER CIRCLE OF MULCH. APPLY PELLET WEED PREVENTER UNDER MULCHBEDS IN PERENNIAL AREAS.3. PROVIDE IRRIGATION SYSTEM FOR ALL LAWN AND PLANTING AREAS. PROVIDE A DRAWING WITH HEAD LAYOUT, SPACING, TYPE, BACKFLOW PREVENTER LOCATION, VALVE BOX LOCATIONS, ZONES AND PIPE SIZING.
STORAGE
RESIDENT
STORAGE
RESIDENT
Residential 28,518 SF
SECOND FLOOR 28,518 SF
SECOND FLOOR PLAN 1/16" = 1'-0"
STORAGE
RESIDENT
STORAGE
RESIDENT
Residential 28,518 SF
THIRD FLOOR PLAN 1/16" = 1'-0"
THIRD FLOOR 28,518 SF
STAIR STAIR
STAIR STAIR
ELEV.ELEV.
ELEV.ELEV.
STAIR STAIR
CORRIDOR
CORRIDOR
STAIR STAIR
1414 UNDERWOOD AVE.
WAUWATOSA, WI 53213
414.431.3131
414.431.0531 FAX
TEL
WWW.AGARCH.COM
Kingsway Lakeville
Lakeville, MN
Senior Living Facility
02 Feb 2017
DN
DN
DN
DN
S.F.28,518AREA
THIRD LEVEL
DN
UP
S.F.28,518AREA
SECOND LEVEL
DN
UP
1/8" EXTERIOR ELEVATIONS AI500
DRN
2ELEVATION = 100-0
TOP OF CONCRETE
FIRST FLOOR
1/8" = 1'-0"
EXTERIOR ELEVATION
2
AI
500
1/8" = 1'-0"
EXTERIOR ELEVATION
1
AI
500
ELEVATION = 122-10 5/8
TOP OF SLAB
THIRD FLOOR
ELEVATION = 131-11 3/4
TRUSS BEARING
ELEVATION = 111-10 3/4
TOP OF SLAB
SECOND FLOOR
ELEVATION = 89-8
TOP OF SLAB
1
SHOWN FOR CLARITY
PORTE COHERE NOT
A
AI600
B
AI604
A
AI601
A
AI602
ELEVATION = 89-8
TOP OF SLAB
ELEVATION = 100-0
TOP OF CONCRETE
FIRST FLOOR
ELEVATION = 111-10 3/4
TOP OF SLAB
SECOND FLOOR
ELEVATION = 122-10 5/8
TOP OF SLAB
THIRD FLOOR
ELEVATION = 131-11 3/4
TRUSS BEARING
A
A
A
A
A
A
A
A
A
A
A
A
G
G
G
G
B
B B
B
B
B
I
F
F
F
FF
F F
FF
H
E
E
E
H
H
E
E
E G
G
G G
G
G
DDDDDDDDD D
1/8" = 1'-0"
EXTERIOR ELEVATION
3
AI
500
E
G
EE
E
E
HH
H H
HH
3GENERAL NOTES
COPING
PREFINISHED ALUMINUM
w/ STRUTS
ALUMINUM CANOPY
BRICK @ JAMBS
DOUBLE STACK BOND
F5
F7
FP1
F5
FP1FP1
BBB
FP1FP1
B
BBB
B
B
B
F7
F5
F5
w/ STRUTS
ALUMINUM CANOPY
10" CAST STONE HEAD
FP1FP1
CAST STONE SILL
FP1FP1
FP1
F5F5
CAST STONE SILL
8" CAST STONE HEAD
CAP AND BASE TRIM
PVC COUMN WRAP w/
CEMENT TRIM
5/4" x 8" FIBER
TRIM
CEMENT
FIBER
5/4" x 4"
TRIM
CEMENT
FIBER
5/4" x 6"
B
BB
B
B
B
B
B
B
B
B
CEMENT TRIM BOARD
5/4" x 8" FIBER
ALUMINUM RAILING
PRE FINISHED
2
12
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1 FP1
FP1
FP1
FP1
FP1
FP1
B
B B B
F7
F7
F7
F5
F5
F7
F5
F5F5
F7
BB
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1 FP1
FP1
FP1
FP1
B
B
TRIM, FIELD PAINTED
5/4" X 6" PVC BASE
TRIM, FIELD PAINTED
5/4" X 6" PVC BASE
CEMENT TRIM BOARD
5/4" x 6" FIBER
CEMENT TRIM BOARD
5/4" x 10" FIBER
BOARD w/ ALUMINUM Z-FLASHING
5/4" x 10" FIBER CEMENT TRIM
ALUMINUM BALCONY
PREFABRICATED
PROJECT 3/8"
BRICK SOLIDER COURSE
AND DOWN SPOUTS
ALUMINUM GUTTERS
PRE FINISHED
STOREFRONT WINDOW
15-6 x 7-6 ALUMINUM
B
BB
B
B B
BB
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
F7
F7
B BRICK
FP1 FIBER CEMENT PANEL SMOOTH FINISH, w/ 5/4" X 4" TRIM
F7 FIBER CEMENT SIDING w/ 7" EXPOSURE
F5 FIBER CEMENT SIDING w/5" EXPOSURE
PAINTED TO MATCH ADJACENT SURFACE.
- ALL CONDUIT, METERS, VENTS, ETC. TO BE
ONTO GRADE OR ROOFS.
AT ALL DOWNSPOUTS WHICH SPILL
- PROVIDE CONCRETE SPLASH BLOCKS
STAIRS1.1.5 DELUXE B1.1.5 DELUXE BSTAIRS
1.1 TRADITIONAL B1.1.5 DELUXE B1.1.5 DELUXE B1.1 TRADITIONAL CSTAIRS2.2 DELUXE B
2.2 DELUXE B2.2 DELUXE B
90-4
89-8
89-089-0
89-8
90-4
91-0
91-8
92-4
93-0
93-8
94-4
95-0
95-8
96-4
97-0
97-8
98-4
92-4
L:\XMworkspace\Standards\pltcfg\agpdf.pltcfgPLOT PARAMETERS:FILE:K:\163101\CadDGN\AI500.dgn5:36:10 PM5/21/2017PLOTTED ON:8:0 ':" / in.LAST SAVE:5/21/2017MODEL:Plot SheetAT SCALE:USING DRIVER:DATE
THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE
THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL
NOT BE COPIED IN ANY FORM OR MANNER WITHOUT
WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
DRAWN BY
SHEET NO.
PROJECT
163101 Senior Living FacilityLakevilleMinnesotamamBY USER:A Kingsway LakevilleB
C
21 MAY 2017CONSTRUCTIONNOT FORPROGRESS SET
1/8" EXTERIOR ELEVATIONS AI501
DRN
3
ELEVATION = 100-0
TOP OF CONCRETE
FIRST FLOOR
1/8" = 1'-0"
EXTERIOR ELEVATION
3
AI
501
1/8" = 1'-0"
EXTERIOR ELEVATION
1
AI
501
ELEVATION = 122-10 5/8
TOP OF SLAB
THIRD FLOOR
ELEVATION = 131-11 3/4
TRUSS BEARING
ELEVATION = 111-10 3/4
TOP OF SLAB
SECOND FLOOR
ELEVATION = 89-8
TOP OF SLAB
2
A
AI600
ELEVATION = 89-8
TOP OF SLAB
ELEVATION = 100-0
TOP OF CONCRETE
FIRST FLOOR
ELEVATION = 111-10 3/4
TOP OF SLAB
SECOND FLOOR
ELEVATION = 122-10 5/8
TOP OF SLAB
THIRD FLOOR
ELEVATION = 131-11 3/4
TRUSS BEARING
1/8" = 1'-0"
EXTERIOR ELEVATION
4
AI
501
411/8" = 1'-0"
EXTERIOR ELEVATION
2
AI
501
H
H
H
E
EE
E
E EG
G
GG
G
G
F
F
FF
F
F
F
FF
F
F
F G
GG
G
F G
G
G
GG
G
GE
E
EE
E
EE
E
EE
E
E H
H
H H
H
H
D
H
H
H
F
F
F F
F
F
B
B
B
BBBBBBBB
B
B
BBBBB
B
B B
B
B
B
B
B
BBBBB
B B BB
B
B
B
B
B B
BBB
B B
B
B
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1 FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1 FP1
FP1
FP1
FP1 FP1
FP1
FP1
FP1 FP1
FP1
FP1
FP1
FP1
F7
F7
F7 F7 F7 F7F7F7
F7F7
F7F7F7F7F7
2
12
ALUMINUM COPING
PRE FINISHED
SILL
4" CAST STONE
PROJECT 3/8"
COURSE
BRICK SOLDIER
ALUMINUM RAILING
PRE FINISHED
BRICK AT JAMBS
DOUBLE STACK BOND
CEMENT TRIM BOARD
5/4" X 4" FIBER
MAGIC PAK GRILL W/
ALUMINUM RAILING
PRE FINISHED
CEMENT TRIM BOARD
5/4" x 8" FIBER
CEMENT TRIM BOARD
5/4" x 4" FIBER
A
AI601
F7F7F7F7
F7
F7
F7 F7 F7 F7
8" CAST STONE HEAD
THROUGH WALL
FIREPLACE FLUE
8" CAST STONE HEAD
PROJECT 3/8"
BRICK SOLIDER COURSE
2.2 DELUXE B1.1 TRADITIONAL A1.1.5 DELUXE A1.1.5 DELUXE A1.1 TRADITIONAL A1.1.5 DELUXE C1.1 TRADITIONAL D1.1.5 DELUXE C
2.2 DELUXE B2.2 DELUXE B 1.1 TRADITIONAL A1.1.5 DELUXE A1.1.5 DELUXE A1.1 TRADITIONAL A2.2 DELUXE B
FP1 FP1
B
FFF
89-0
97-0
96-4
97-8
98-4
99-0
99-099-0
L:\XMworkspace\Standards\pltcfg\agpdf.pltcfgPLOT PARAMETERS:FILE:K:\163101\CadDGN\AI501.dgn5:36:11 PM5/21/2017PLOTTED ON:8:0 ':" / in.LAST SAVE:5/21/2017MODEL:Plot SheetAT SCALE:USING DRIVER:DATE
THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE
THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL
NOT BE COPIED IN ANY FORM OR MANNER WITHOUT
WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
DRAWN BY
SHEET NO.
PROJECT
163101 Senior Living FacilityLakevilleMinnesotamamBY USER:A Kingsway LakevilleB
C
21 MAY 2017CONSTRUCTIONNOT FORPROGRESS SET80-0
1/8" EXTERIOR ELEVATIONS AI502
DRN
1/8" = 1'-0"
EXTERIOR ELEVATION
1
AI
502
1
ELEVATION = 122-10 5/8
TOP OF SLAB
THIRD FLOOR
ELEVATION = 131-11 3/4
TRUSS BEARING
ELEVATION = 89-8
TOP OF SLAB
ELEVATION = 100-0
TOP OF CONCRETE
ELEVATION = 111-10 3/4
TOP OF SUB FLOOR
SECOND FLOOR
F
F
F
F
F
F F
F
FG
G
G
D
G
G
G
E
E
E E
E
E
H
H
H
DDDDDFDDDDDD
2
3
1/8" = 1'-0"
EXTERIOR ELEVATION
2
AI
502
ELEVATION = 114-0
LOWEST POINT OF STRUCTURE
1/8" = 1'-0"
EXTERIOR ELEVATION
3
AI
502
A
AI502
24" DEEP BEAM
2x10 RAFTERS
4" TRIM
FOOTING BY STRUCTURE
8x8 BEAM
BRICK
BRICK SOLDIER COURSE
STONE CAP
3/8" = 1'-0"
A
AI502
PORTE COCHERE SECTION
1/4" = 1'-0"3
AI
502
WINDOW ELEVATION 6-63-0
FIXED 6-03-0
3-0 3-0
6-08-0
8-05-0
9-0
2-8 2-8 2-8
2-8 2-8 2-82-6 2-6
3-0 3-0 3-0
FIXEDFIXED
FIXED
2-04-66-62-04-66-62-04-66-03-03-06-03-03-06-03-03-0ABC
DEF
G
SINGLE -HUNG
SINGLE -HUNG SINGLE -HUNG
H
SINGLE -HUNG 6-03-03-06-0
3-0 3-0
FP1
FP1
FP1
FP1
FP1
FP1FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
FP1
ELEVATION = 100-0
TOP OF SLAB
B
B
B
F7
B
B
F7
B
B
B
B
F7
F7
F7
F7
BB
B
B
B
BBBB
B
BB
BB
BB
B
F5
F5
F5
F5
F5F5
F5
B
B
B
B
2
12
w/ STRUTS
ALUMINUM CANOPY CAST STONE SILL
PROJECT 3/8"
BRICK SOLIDER COURSE
2
12
CEMENT TRIM BOARD
5/4" x 4" FIBER
ALUMINUM COPING
PRE FINISHED
B
B
B
B
B
B
B
SINGLE -HUNG
I 4-69-0
3-0 3-0 3-0
F7
F7
F7
F7
F7
CEMENT TRIM BOARD
5/4" x 8" FIBER
STONE HEAD
8" CAST
VINYL RAILING
PAINTED FINISH
CAP AND BASE TRIM
PVC COUMN WRAP w/
1.1 TRADITIONAL B 1.1.5 DELUXE B 1.1.5 DELUXE B 1.1 TRADITIONAL B STAIR 2.2 DELUXE B
89-0
L:\XMworkspace\Standards\pltcfg\agpdf.pltcfgPLOT PARAMETERS:FILE:K:\163101\CadDGN\AI502.dgn5:36:12 PM5/21/2017PLOTTED ON:8:0 ':" / in.LAST SAVE:5/21/2017MODEL:Plot SheetAT SCALE:USING DRIVER:DATE
THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE
THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL
NOT BE COPIED IN ANY FORM OR MANNER WITHOUT
WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
DRAWN BY
SHEET NO.
PROJECT
163101 Senior Living FacilityLakevilleMinnesotamamBY USER:A Kingsway LakevilleB
C
21 MAY 2017CONSTRUCTIONNOT FORPROGRESS SET
SMY
19 MAY 17 163101
1414 UNDERWOOD AVE.
WAUWATOSA, WI 53213
414.431.3131
414.431.0531 FAX
TEL
WWW.AGARCH.COM
1
LAKEVILLE
745 SQ FT
SIDING AREA
1,607 SQ FT
BRICK AREA
1,526 SQ FT
BRICK AREA
1,207 SQ FT
SIDING AREA
1,494 SQ FT
BRICK AREA
2,660 SQ FT
SIDING AREA
1,663 SQ FT
BRICK AREA
744 SQ FT
SIDING AREA
3,133 SQ FT
BRICK AREA
2,731 SQ FT
SIDING AREA
2,142 SQ FT
BRICK AREA
3,129 SQ FT
BRICK AREA
2,628 SQ FT
SIDING AREA
2,176SQ FT
SIDING AREA
1,495 SQ FT
BRICK AREA
2,662 SQ FT
SIDING AREA
TOTAL BRICK AREA = 16,189 SQ FT (51%)
TOTAL SIDING AREA = 15,553 SQ FT (49%)
EXTERIOR VENEER AREA CALCULATION
(31,742 SQ FT)
TOTAL ELEVATION EXCLUDING WINDOWS
EXTERIOR VENEER MATERIAL AREA CALCULATION
4/AI501
1/AI5002/AI500
3/AI5001/AI5012/AI501
3/AI501
1/AI502
•
•
•
•
•
•
•
•
BBEETTHHLLEEHHEEMM FFIIRRSSTT AADDDDIITTIIOONN
AAUUGGUUSSTT 99,, 22001177
PPAAGGEE 22 OOFF 77
BBEETTHHLLEEHHEEMM FFIIRRSSTT AADDDDIITTIIOONN
AAUUGGUUSSTT 99,, 22001177
PPAAGGEE 33 OOFF 77
BBEETTHHLLEEHHEEMM FFIIRRSSTT AADDDDIITTIIOONN
AAUUGGUUSSTT 99,, 22001177
PPAAGGEE 44 OOFF 77
BBEETTHHLLEEHHEEMM FFIIRRSSTT AADDDDIITTIIOONN
AAUUGGUUSSTT 99,, 22001177
PPAAGGEE 55 OOFF 77
BBEETTHHLLEEHHEEMM FFIIRRSSTT AADDDDIITTIIOONN
AAUUGGUUSSTT 99,, 22001177
PPAAGGEE 66 OOFF 77
BBEETTHHLLEEHHEEMM FFIIRRSSTT AADDDDIITTIIOONN
AAUUGGUUSSTT 99,, 22001177
PPAAGGEE 77 OOFF 77