HomeMy WebLinkAboutItem 06.h
2
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(reserved for recording information)
DEVELOPMENT CONTRACT
(Developer Installed Improvements)
BERRES RIDGE 1ST ADDITION
CONTRACT dated ____________________, 2015, by and between the CITY OF LAKEVILLE, a
Minnesota municipal corporation (“City”), and BERRES RIDGE DEV. CO., LLC, a Minnesota limited
liability company (the “Developer”).
1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat
for Berres Ridge 1st 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 on the attached Exhibit “A”.
2. CONDITIONS OF PLAT APPROVAL. The City hereby approves the plat on condition that
the Developer enter into this Contract, furnish the security required by it, and record the plat with the
County Recorder or Registrar of Titles within 100 days after the City Council approves the final plat.
3. RIGHT TO PROCEED. Within the plat or land to be platted, the Developer may not grade
or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or
private improvements, or any buildings until all the following conditions have been satisfied: 1) this
agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security
has been received by the City, and 3) the necessary insurance for the Developer and its construction
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contractors has been received by the City. In addition, the City will not issue a permit for more than one
structure until the plat is filed with the office of the Dakota County Recorder or Registrar of Titles.
4. PHASED DEVELOPMENT. If the plat is a phase of a multi-phased preliminary plat, the
City may refuse to approve final plats of subsequent phases if the Developer has breached this Contract
and the breach has not been remedied. Development of subsequent phases may not proceed until
Development Contracts for such phases are approved by the City. Park dedication charges referred to in
this Contract are not being imposed on outlots, if any, in the plat that are designated in an approved
preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed
when the outlots are final platted into lots and blocks.
5. PRELIMINARY PLAT STATUS. If the plat is a phase of a multi-phased preliminary plat,
the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into
lots and blocks, not outlots, within six (6) years after preliminary plat approval.
6. CHANGES IN OFFICIAL CONTROLS. For six (6) 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, F, and G the
plans may be prepared, subject to the City Engineer’s approval, after entering the Contract, but before
commencement of any work in the plat. The City Engineer may approve minor amendments to Plan B
without City Council approval. The erosion control plan may also be approved by the Dakota County Soil
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and Water Conservation District. If the plans vary from the written terms of this Contract, the written terms
shall control. The plans are:
Plan A - Plat
Plan B - Final Grading, Drainage, and Erosion Control Plan
Plan C - Tree Preservation Plan
Plan D - Plans and Specifications for Public Improvements
Plan E - Street Lighting Plan
Plan F - Landscape Plan
Plan G – Phasing 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 professional
engineer to the City for approval by the City Engineer. The Developer shall instruct its engineer to provide
adequate field inspection personnel to assure an acceptable level of quality control to the extent that the
Developer’s engineer will be able to certify that the construction work meets the approved City standards
as a condition of City acceptance. In addition, the City may, at the City’s discretion and at the Developer’s
expense, have one or more City inspectors and a soil engineer inspect the work on a full or part-time basis.
The Developer, its contractors and subcontractors, shall follow all instructions received from the City’s
inspectors. The Developer’s engineer shall provide for on-site project management. The Developer’s
engineer is responsible for design changes and contract administration between the Developer and the
Developer’s contractor. The Developer or 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, 2015, with the exception of the final wear course of asphalt on streets. The final wear
course on streets shall be installed between August 15th and October 15th the first summer after the base
layer of asphalt has been in place one freeze thaw cycle. The Developer may, however, request an
extension of time from the City. If an extension is granted, it shall be conditioned upon updating the security
posted by the Developer to reflect cost increases and the extended completion date. Final wear course
placement outside of this time frame must have the written approval of the City Engineer.
13. LICENSE. The Developer hereby grants the City, its agents, employees, officers and
contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in
conjunction with plat development.
14. EROSION CONTROL. Prior to initiating site grading, the erosion control plan, Plan B, shall
be implemented by the Developer and inspected and approved by the City or Dakota County Soil and
Water Conservation District. The City or Dakota County Soil and Water Conservation District may impose
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additional erosion control requirements if they would be beneficial. All areas disturbed by the grading
operations shall be stabilized per the MPCA Stormwater Permit for Construction Activity. Seed shall be in
accordance with the City’s current seeding specification which may include temporary seed to provide
ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as
necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the
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 before the City approves individual building permits (except
six (6) model home permits on lots acceptable to the Building Official), the Developer shall provide the City
with an “as constructed” grading plan certified by a registered land surveyor or engineer that all storm water
treatment/infiltration basins and swales, have been constructed on public easements or land owned by the
City. The “as constructed” plan shall include field verified elevations of the following: a) cross sections of
storm water treatment/infiltration basins; b) location and elevations along all swales, wetlands, wetland
mitigation areas if any, locations and dimensions of borrow areas/stockpiles, and installed “conservation
area” posts; and c) lot corner elevations and house pads, and all other items listed in City Code Section 10-
3-5.NN. The City will withhold issuance of building permits until the approved certified grading plan is on
file with the City and all erosion control measures are in place as determined by the City Engineer. The
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Developer certifies to the City that all lots with house footings placed on fill have been monitored and
constructed to meet or exceed FHA/HUD 79G specifications. The soils observation and testing report,
including referenced development phases and lot descriptions, shall be submitted to the Building Official for
review prior to the issuance of building permits.
Before a building permit is issued, a cash escrow of $1,000.00 per lot shall be furnished to the City
to guarantee compliance with the erosion control and grading requirements and the submittal of an as-built
certificate of survey. Prior to the release of the required individual lot grading and erosion control security
that is submitted with the building permit, an as-built certificate of survey for single family lots must be
submitted to verify that the final as-built grades and elevations of the specific lot and all building setbacks
are consistent with the approved grading plan for the development, and amendments thereto as approved
by the City Engineer, and that all required property monuments are in place. If the final grading, erosion
control and as-built survey is not timely completed, the City may enter the lot, perform the work, and apply
the cash escrow toward the cost. Upon satisfactory completion of the grading, erosion control and as-built
survey, the escrow funds, without interest, less any draw made by the City, shall be returned to the person
who deposited the funds with the City.
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, home builders, subcontractors, their agents or assigns. Prior to any
construction in the plat, the Developer shall identify in writing a responsible party and schedule for erosion
control, street cleaning, and street sweeping.
17. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and construction
required by this Contract and final acceptance by the City, the improvements lying within public easements
shall become City property without further notice or action.
18. CITY ENGINEERING ADMINISTRATION AND CONSTRUCTION OBSERVATION. The
Developer shall pay a fee for in-house engineering administration. City engineering administration will
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include monitoring of construction observation, consultation with Developer and its engineer on status or
problems regarding the project, coordination for final inspection and acceptance, project monitoring during
the warranty period, and processing of requests for reduction in security. Fees for this service shall be
three percent (3%) of construction costs identified in the Summary of Security Requirements if using a
letter of credit, assuming normal construction and project scheduling. The Developer shall pay for
construction observation performed by the City’s in-house engineering staff or consulting engineer.
Construction observation shall include part or full time inspection of proposed public utilities and street
construction and will be billed on hourly rates estimated to be seven percent (7%) of the estimated
construction cost.
19. STORM SEWER AREA CHARGE. Development of Berres Ridge 1st Addition includes
public storm sewer construction. Storm sewer will be installed within the subdivision to collect and convey
stormwater runoff generated from within the public right-of-way and lots to the public stormwater
management basins located within Outlots B, C, and Lots 4 and 5, Block 2, Berres Ridge 1st Addition.
The Trunk Storm Sewer Area Charge has not been collected on the parent parcels, and must be
paid at the time of final plat approval. The trunk storm sewer area charge is calculated as follows:
Gross Area of Berres Ridge 1st Addition 6,589,445.00 s.f.
Less Area of Outlot A (Future Stormwater Management Basin) (-) 12,161.00 s.f.
Less Area of Outlot B (Stormwater Management Basins) (-) 114,359.00 s.f.
Less Area of Outlot C (Future Development) (-) 221,139.00 s.f.
Less Area of Outlot D (Future Development) (-) 4,176,815.00 s.f.
Less Area of Lot 4, Block 2 (-) 435,600.00 s.f.
Less Area of Lot 5, Block 2 (-) 446,616.00 s.f.
Less Area of 202nd Street (CSAH 50) Right-of-Way (-) 99,035.00 s.f.
Total = 1,083,720.00 s.f.
1,083,720.00s.f. x $0.178/s.f. = $192,902.16
Net Area of Berres Ridge 1st Addition Area Charge Total
The remainder of the Trunk Storm Area Charge will be collected at the time Outlots C and D are
final platted into lot and blocks and Lots 4 and 5, Block 2 are replatted into lots and block consistent with
the Phasing Plan, at the rate in effect at the time of final plat.
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The Developer will receive a credit to the Trunk Storm Sewer Area Charge for deeding Outlot B to the
City, consistent with City policy. The credit is based on the area of the outlot and is calculated at the rate
of $5,550.00 per acre, and will be applied to the Berres Ridge 1 st Addition final plat cash fees. The credit
is calculated as follows:
2.63 acres x $5,500/acre = $14,465.00
Total Area of Outlot B Per Acre Credit Total
Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the final construction
plans.
20. SANITARY SEWER AVAILABILITY CHARGE. Development of Berres Ridge 1st Addition
includes the extension of public sanitary sewer. Sanitary sewer will be extended within Berres Ridge 1st
Addition to provide sanitary sewer service to the development.
The Sanitary Sewer Availability Charge has not been collected on the parent parcels and shall be
paid at the time of final plat approval. The existing homestead on Lot 19, Block 2, Berres Ridge 1st Addition
will be provided a sanitary sewer service stub with the Berres Ridge 1st Addition improvements. The
property owner of Lot 19, Block 2, must connect to public sanitary sewer within 24 months of construction
of the sanitary sewer service. The existing septic tank must be properly removed at the time the connection
to City sewer is made. A building permit will be required for the removal of the septic tank and must be
approved by the City’s Building Official. The Sanitary Sewer Availability Charge shall be collected on Lot
19, Block 2 at the time of final plat approval. The fee is based on the current rate in effect at the time of final
plat approval and is calculated as follows:
61 units x $327.00 = $19,947.00
Total Units
In Berres Ridge 1st Addition +
Lot 19, Block 2
2015 Sanitary Sewer Availability Charge
Per Unit
Sanitary Sewer
Availability Charge required
With Berres Ridge 1st Addition
21. LATERAL WATERMAIN ACCESS CHARGE. Development of Berres Ridge 1st Addition
includes the extension of public watermain. Watermain will be extended within the development to provide
water service to the subdivision.
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The Lateral Watermain Access Charge is due for the watermain within 202nd Street right-of-way and
must be paid at the time of final plat approval. The Lateral Watermain Access Charge is based on the
length of the existing watermain within 202nd Street adjacent to the plat.
710.00 f.f. x $41.00/Front Foot = $29,110.00
Front Footage along 202nd Street Water Access Charge Total
Consistent with the City’s Comprehensive Water Plan, the Developer must extend the 16-inch trunk
watermain along 202nd Street from an existing tee, located north of 202nd Street across from Hampton
Avenue, to Hamburg Avenue. The City’s Comprehensive Water Plan also identifies 12-inch trunk
watermain along Hamburg Avenue through Berres Ridge 1st Addition. The watermain extension along
202nd Street and installation within Hamburg Avenue shall be required with Phase 3, consistent with the
Phasing Plan approved with Berres Ridge Preliminary Plat. If the City must install the watermain along
202nd Street prior to Phase 3, the City will pay for the design and installation of the watermain and the
Developer will be assessed the cost for an 8-inch watermain.
The City will credit the Developer for the oversizing of the trunk watermain in Berres Ridge 1st
Addition. The credit will be based on the cost difference between 8-inch watermain and either the 12-inch
or 16-inch watermain that will be installed.
A water service will be provided to the existing homestead located on Lot 19, Block 2, Berres Ridge
1st Addition. The property owner of Lot 19, Block 2 will have 24 months from the construction of the water
service to connect to City water. The existing well must be properly abandoned at the time of the
connection to City water and must be approved by the City’s Building Official.
22. CONSTRUCTION ACCESS. Construction traffic access and egress for grading, public
utility construction, and public street construction is restricted to access the subdivision via 202nd Street at
Heath Avenue, just north of the existing terminus of the street. The Developer shall post a $10,000
security to ensure that the existing roadway section of Heath Avenue is not damaged during construction of
the site. No construction traffic is permitted on the adjacent local streets.
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23. FUTURE UPGRADE OF 202ND STREET. The City’s and Dakota County’s current Capital
Improvement Plan (CIP) does not include the reconstruction of 202nd Street adjacent to Berres Ridge 1st
Addition. The cash fee for the future upgrade of 202nd Street has not been collected on the parent parcels
and must be paid at the time of final plat approval. The cash fee will be collected for the length of Outlot B
adjacent to 202nd Street and prorated for the length of Lot 5, Block 2 adjacent to 202nd Street over the
number of lots final platted with Berres Ridge 1st Addition. The fee is based on the rate in effect at the time
of final plat approval, and calculated as follows:
708.16 Feet x $107.00/Front Foot = $75,773.12
Outlot B Front Footage along 202nd Street Future Upgrade Fee Outlot B Front Footage Required with
Berres Ridge 1st Addition
612.24 Feet x (61/366) = 102.04
Lot 5, Block 2 Front Footage along 202nd Street Portion in Berres Ridge 1st Addition Front Footage Required with
Berres Ridge 1st Addition
102.04 Feet x $107.00/Front Foot = $10,918.28
Front Footage Required with
Berres Ridge 1st Addition
Future Upgrade Fee Rate Total
$75,773.12 + $10,918.28 = $86,691.40
Outlot B Future Upgrade
Fee Required
Prorated Portion of
Lot 5, Block 2 Future Upgrade Fee
Total Future Upgrade
Fee Required with final plat
The remainder of the future upgrade fee for 202nd Street adjacent to Lot 5, Block 2 will be collected
when the remaining 305 lots (366-61) are final platted with future phases of Berres Ridge, at the rate in
effect at the time of final plat.
24. PARK DEDICATION. The Park Dedication requirement has not been collected on the
parent parcels and must be satisfied through a cash contribution that shall be paid at the time of final plat
approval. The Park Dedication Fee is based on the rate in effect at the time of final plat approval and
calculated as follows:
61 units x $3,781.00 = $230,641.00
Total Units
In Berres Ridge 1st Addition
+
Lot 19, Block 2
Park Dedication Fee Park Dedication Requirement
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Development of Berres Ridge 1st Addition includes the construction of public sidewalks. Five foot
wide concrete sidewalks, with pedestrian curb ramps, shall be installed along one side of all local streets,
and along both sides of 200th Street.
The City’s Parks, Trails, and Open Space Plan identifies a 10-foot wide bituminous trail along the
north side of 202nd Street. The Developer shall pay a cash fee for the Developer’s 5/8th portion of the future
trail construction costs, consistent with City policy. The cash fee, based on an estimate provided by the
Developer’s engineer, must be paid at the time of final plat approval and is calculated as follows:
$23,741.50 x 5/8 = $14,838.44
Future Trail Construction Cost (excluding
grading and restoration)
Developer’s Cost Share Developer’s Cost Share of
Future Trail Construction
$14,838.44 x (708.16/1320.4) = $7,958.19
Developer’s Cost Share of
Future Trail Construction
Portion Adjacent to Outlot B Outlot B Future Trail Construction
Escrow
$14,838.44 x (612.24/1320.4) x (61/366) = $1,146.71
Developer’s Cost Share of
Future Trail Construction
Portion Adjacent to Outlot B Portion in Berres Ridge 1st
Addition Prorated Portion of Lot 5, Block 2
Future Trail Construction Escrow
$7,958.19 + $1,146.71 = $9,104.90
Outlot B Future Trail Construction
Escrow
Prorated Portion of Lot 5, Block 2
Future Trail Construction Escrow Total Future Trail Construction
Escrow Required with final plat
The remainder of the future trail construction cash escrow for 202nd Street adjacent to Lot 5, Block 2 will
be collected when the remaining 305 lots (366-61) are final platted with future phases of Berres Ridge.
The cost of the remaining escrow may increase to reflect the cost of construction in the future. The trail
shall be constructed at the time 202nd Street is reconstructed to a four-lane divided urban roadway.
25. TREE PRESERVATION. The tree preservation plan shows a total of 813 significant trees
within the site. The plan proposes to save 167 (21%) trees. All “save” trees that are damaged or removed
shall require replacement at a ratio of 2:1 as per the Lakeville Subdivision Ordinance. The Developer is
required to post a security for tree preservation on an individual lot basis for each lot containing a “save”
significant tree. The Developer shall post a $2,000 security for the “save” significant trees. The security is
$1,500 for each lot with a “save” significant tree and $1,000 for each outlot with a “save” significant tree.
The security is calculated as follows:
Outlots C and D 2 Outlots @ $1,000.00 each = $2,000.00
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26. TRAFFIC CONTROL SIGNS AND STREET LIGHT OPERATION COSTS. A cash fee for
traffic control signs in the amount of $5,450.00 must be paid at the time of final plat approval, which
includes eight stop signs with street blades at $400.00 each, eighteen 9-button delineator signs at $110.00
each, and six future thru street signs at $75.00. If the street sign posts are installed during frost conditions,
the Developer must pay an additional $150.00 for each street sign post location.
A cash fee for one-year of streetlight operating expenses must be paid at the time of final plat
approval and is calculated as follows:
61 units x $8.14/unit/qtr. x 4 qtrs. = $1,986.16
Total Units
In Berres Ridge 1st Addition +
Lot 19, Block 2
Streetlight Operating Fee Total
27. SURFACE WATER MANAGEMENT UTILITY FEE. A cash fee for one-year of surface
water management expenses must be paid at the time of final plat approval and is calculated as follows:
61 units x $7.00/unit/qtr. x 4 qtrs. = $1,708.00
Total Units
In Berres Ridge 1st Addition +
Lot 19, Block 2
Surface Water Management Fee Total
28. LANDSCAPING. Unless the lot already has two (2) trees on it, the Developer or lot
purchaser shall plant sufficient trees so that there are at least two (2) trees on every lot in the plat, one of
which must be planted in the front yard. Trees that are chosen by the Developer or property owner cannot
cause a public nuisance, such as cotton producing trees, or trees that may become a public hazard due to
insect infestation or weak bark. The minimum deciduous tree size shall be two and one-half (2½) inches
caliper, balled and burlapped. Evergreen trees must be at least eight feet (8’) tall. The trees may not be
planted in the right-of-way. The Developer or lot purchaser shall sod the front yard, boulevard, and side
yards to the rear of the structure on every lot. Weather permitting, the trees, sod, and seed shall be planted
within sixty (60) days after a home has received a certificate of occupancy. Before a building permit is
issued, a cash escrow of $1,000.00 per lot shall be furnished the City to guarantee compliance with the
landscaping requirements. If the landscaping is not completed in a timely manner, the City may enter the
lot, perform the work, and apply the cash escrow toward the cost. Upon satisfactory completion of the
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landscaping the escrow funds, without interest, less any draw made by the City, shall be returned to the
person who deposited the funds with the City. All trees shall be warranted to be alive, of good quality, and
disease free for twelve (12) months after planting. Any replacements shall be warranted for twelve (12)
months from the time of planting. The Developer or property owner is responsible for contacting the City
when all the landscaping has been installed to set up an inspection. Fifty percent (50%) of the security will
be released when all the landscaping has been installed and inspected by City staff and the remaining fifty
percent (50%) will be released one year after the landscaping inspection and any warranty work has been
completed.
29. BUFFER YARD BERM/LANDSCAPE SCREEN. The City’s Transportation Plan identified
202nd Street as a minor arterial. A buffer yard containing earth berms and/or plantings of a sufficient
density to provide a visual screen and a reasonable buffer a minimum of ten feet in height must be
provided adjacent to 202nd Street. A certified as-built grading plan of the buffer yard berm must be
submitted and approved by City staff prior to the installation of any buffer yard plantings.
30. SPECIAL PROVISIONS. The following special provisions shall apply to plat development:
A. Implementation of the recommendations listed in the April 22, 2015, Engineering Report.
B. Before the City signs the final plat, the Developer shall convey Outlot B to the City by warranty
deed, free and clear of any and all encumbrances. This land will be conveyed to the City at an
agreed upon price of $5,550.00 per acre as set forth in Section 19 above.
C. The Phasing Plan approved as part of the Berres Ridge preliminary plat is attached hereto as
Exhibit G. That portion of Outlot D, Berres Ridge 1st Addition lying north of Blocks 1 and 2
Berres Ridge 1st Addition (identified as Phases 4-6) shall not be final platted as lots and blocks
until:
(i) Lots 4 and 5, Block 2, Berres Ridge 1st Addition are replatted into lots and blocks consistent
with Phase 3 of the Preliminary Plat;
(ii) The 80 foot right of way for 200th Street is dedicated by plat; and
(iii) A development contract is recorded for the replat of Lots 4 and 5, Block 2, Berres Ridge 1st
Addition consistent with Phase 3 of the Preliminary Plat that provides for the construction of
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200th Street to its connection with Hamburg Avenue and the upgrade of Hamburg Avenue
between 200th Street and 202nd Street and the appropriate letter of credit is provided to the
City for the estimated costs of the construction of 200th Street and Hamburg Avenue.
D. Existing buildings and site improvements on the parent parcels will remain with the Berres
Ridge 1st Addition development. At the time Lots 4 and 5, Block 2 are subdivided and
replatted, which would occur with Phase 3 consistent with the Phasing Plan approved with the
Berres Ridge Preliminary Plat, the existing homestead, accessory buildings, farmstead, septic
systems, driveways, culverts, inlet aprons, fences, landscaping materials, and encroachments
located on the lots must be removed and the wells must be abandoned.
E. The existing homestead located at 8245 202nd Street is located on Lot 19, Block 2, Berres
Ridge 1st Addition. The existing driveway for this home must be relocated from 202nd Street
onto Heath Avenue with the final plat, as required by Dakota County. The Developer must post
a $5,000 security at the time of final plat approval to ensure that this work is completed and
certified per all applicable codes and regulations.
F. The Developer must install “Future Street Extension” signs and barricades at the east and west
end of 200th Street until it is extended in the future. The Developer is required to install traffic
calming techniques along 200th Street with Phase 2 consistent with the Phasing Plan approved
with the Berres Ridge Preliminary Plat. A security will be required with the Phase 2 Final Plan to
ensure the installation of the traffic calming along 200th Street.
G. The following corner lots that are located along 200th Street must have their driveways access
the adjacent side street: Lot 1, Block 1; Lots 1, 29 and 30, Block 2; and Lots 1 and 15, Block 3.
H. The Developer is required to construct Heath Avenue to its existing terminus and construct a
sidewalk on the east side to the northerly 202nd Street right-of-way. The developer of St.
John’s First Addition provided a cash escrow for the reconstruction of the church entrance, the
road and sidewalk construction, and associated right-of-way restoration to extend Heath
Avenue to the north. The cash escrow in the amount of $16,401.69 will be applied to the
Developer’s final plat cash fees.
181309v6 16
I. The Developer must install “Future Street Extension” signs and barricades at the end of
Harness Avenue and 201st Street until they are extended in the future.
J. The Developer must install “Future Street Extension” signs and barricades at the east and north
ends of Harvest Drive until it is extended in the future. A temporary turnaround cul-de-sac is
required at the east end of Harvest Drive. The Developer must furnish a cash escrow in the
amount of $2,000.00 at the time of final plat approval for the future removal and restoration of
the temporary turnaround. The temporary turnaround must be paved within one year of
construction unless the roadway is extended. Before the City signs the final plat, the Developer
shall furnish the City an appropriately executed public temporary turnaround easement, in
recordable form.
K. The Developer shall provide to the City:
(i) temporary drainage and utility easements for the perimeters of Lots 4 and 5, Block 2 which
shall terminate upon replatting of Lots 4 and 5, Block 2 into lots and and blocks consistent with
the preliminary phasing plan for Berres Ridge; and
(ii) 10 foot temporary drainage and utility easements over the portions of Outlot C adjacent to
Highview Avenue and Heath Avenue and those portions of Outlot D, abutting 200th Street and
Highview Avenue, which easements shall terminate upon platting the Outlots into lots and
blocks.
L. The Developer must remove the existing overhead utility lines and poles that serve the existing
farmstead located on Lot 5, Block 2. In addition, all existing private utility lines and poles
adjacent to the Berres Ridge plat along the west side of Hamburg Avenue and the west side of
Highview Avenue must be placed underground. The overhead utility removal will be required
with Phases 2 and 3 consistent with the Phasing Plan approved with the Berres Ridge
Preliminary Plat.
M. 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
181309v6 17
with lath and a flag. Any encroachments on or adjacent to the property shall be noted on the
survey. The Developer shall post a $6,700.00 security for the final placement of interior
subdivision iron monuments at property corners. The security was calculated as follows: 67
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.
N. The Developer shall pay a cash fee for the preparation of record construction drawings and City
base map updating. This fee is $75.00 per lot/outlots for a total charge of $5,025.00.
O. 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 $16,400.00 and consists of four (4) mast-arm street lights at $1,400.00 each
and nine (9) post-top street lights at $1,200.00 each.
P. The Developer is required to submit the final plat in electronic format. The electronic format
shall be either AutoCAD.DWG file or a .DXF file. All construction record drawings (e.g.,
grading, utilities, streets) shall be in electronic format in accordance with standard City
specifications. The Developer shall also submit one complete set of reproducible construction
plans on Mylar.
Q. Prior to the City releasing the final plat for recording, Developer will obtain temporary
easements necessary to complete grading required with the final plat for Berres Ridge 1st
Addition over Lots 4 and 5, Block 2 and Outlot D.
31. 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
181309v6 18
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 $2,623,614.44, plus a cash fee of $66,124.08 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 $ 257,377.00
B. Watermain 268,421.75
C. Storm Sewer 477,009.00
D. Street Construction 675,828.25
E. Erosion Control, Stormwater and Infiltration
Basins, Restoration, Grading and Grading Certification 525,500.00
CONSTRUCTION SUB-TOTAL $ 2,204,136.00
OTHER COSTS:
A. Developer’s Design (6.0%) $ 132,248.16
B. Developer’s Construction Survey (2.5%) 55,103.40
C. City Legal Expenses (Est. 0.5%) 11,020.68
D. City Construction Observation (Est. 7.0%) 154,289.52
E. Developer’s Record Drawings (0.5%) 11,020.68
F. Relocate Existing Driveway off of 202nd Street 5,000.00
G. Heath Avenue Construction Damage 10,000.00
H. Landscaping 15,696.00
I. Tree Preservation 2,000.00
J. Street Lights 16,400.00
K. Lot Corners/Iron Monuments 6,700.00
OTHER COSTS SUB-TOTAL $ 419,478.44
TOTAL SECURITIES: $ 2,623,614.44
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
181309v6 19
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.
32. 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. Future Upgrade of 202nd Street $ 86,691.40
B. 202nd Street Future Trail Construction 9,104.90
C. Park Dedication Fee 230,641.00
D. Sanitary Sewer Availability Charge 19,947.00
E. Lateral Watermain Access Charge 29,110.00
F. Trunk Storm Sewer Area Charge 192,902.16
G. Future Removal of Temporary Cul-de-Sac 2,000.00
H. Traffic Control Signs 5,450.00
I. Street Light Operating Fee 1,986.16
J. Surface Water Management Utility Fee 1,708.00
K. City Base Map Updating 5,025.00
L. City Engineering Administration 66,124.08 (3% for letters of credit or 3.25% for alternate disbursement)
SUBTOTAL CASH REQUIREMENTS $ 650,689.70
181309v6 20
CREDITS TO THE CASH REQUIREMENTS
Outlot B (Deeded to the City) (Trunk Storm Sewer) $ 14,465.00
Heath Avenue Reconstruction (Escrow No. 8225) + 16,401.69
SUBTOTAL- CREDITS TO THE CASH REQUIREMENTS = 30,866.69
TOTAL CASH REQUIREMENTS $ 619,823.01
33. 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.
34. RESPONSIBILITY FOR COSTS.
A. Except as otherwise specified herein, the Developer shall pay all costs incurred by it or the City
in conjunction with the development of the plat, including but not limited to Soil and Water
Conservation District charges, legal, planning, engineering and construction observation
inspection expenses incurred in connection with approval and acceptance of the plat, the
preparation of this Contract, review of construction plans and documents, and all costs and
expenses incurred by the City in monitoring and inspecting development of the plat.
B. The Developer shall hold the City and its officers, employees, and agents harmless from claims
made by itself and third parties for damages sustained or costs incurred resulting from plat
approval and development. The Developer shall indemnify the City and its officers, employees,
and agents for all costs, damages, or expenses which the City may pay or incur in
consequence of such claims, including attorneys' fees.
181309v6 21
C. The Developer shall reimburse the City for costs incurred in the enforcement of this Contract,
including engineering and attorneys' fees.
D. The Developer shall pay, or cause to be paid when due, and in any event before any penalty is
attached, all special assessments referred to in this Contract. This is a personal obligation of the
Developer and shall continue in full force and effect even if the Developer sells one or more
lots, the entire plat, or any part of it.
E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under
this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may
halt plat development and construction until the bills are paid in full. Bills not paid within thirty
(30) days shall accrue interest at the rate of eighteen percent (18%) per year.
F. In addition to the charges and special assessments referred to herein, other charges and
special assessments may be imposed such as but not limited to sewer availability charges
("SAC"), City water connection charges, City sewer connection charges, and building permit
fees.
35. DEVELOPER’S DEFAULT. In the event of default by the Developer as to any of the work
to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall
promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an
emergency as determined by the City, is first given notice of the work in default, not less than forty-eight
(48) hours in advance. This Contract is a license for the City to act, and it shall not be necessary for the
City to seek a Court order for permission to enter the land. When the City does any such work, the City
may, in addition to its other remedies, assess the cost in whole or in part.
36. 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
181309v6 22
until the Developer does comply. Upon the City's demand, the Developer shall cease work until
there is compliance.
B. Third parties shall have no recourse against the City under this Contract.
C. Breach of the terms of this Contract by the Developer shall be grounds for denial of building
permits, including lots sold to third parties.
D. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for
any reason held invalid, such decision shall not affect the validity of the remaining portion of this
Contract.
E. Grading, curbing, and one lift of asphalt shall be installed on all public and private streets prior
to issuance of any building permits, except six (6) model homes on lots acceptable to the
Building Official. Approval of an administrative permit in compliance with Chapter 27 of the
City’s zoning ordinance is required prior to the construction of any model homes.
F. If building permits are issued prior to the acceptance of public improvements, the Developer
assumes all liability and costs resulting in delays in completion of public improvements and
damage to public improvements caused by the City, Developer, its contractors, subcontractors,
material men, employees, agents, or third parties. No sewer and water connections or
inspections may be conducted and no one may occupy a building for which a building permit is
issued on either a temporary or permanent basis until the streets needed for access have been
paved with a bituminous surface and the utilities are accepted by the City Engineer.
G. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of
this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties
and approved by written resolution of the City Council. The City's failure to promptly take legal
action to enforce this Contract shall not be a waiver or release.
H. This Contract shall run with the land and may be recorded against the title to the property. The
Developer covenants with the City, its successors and assigns, that the Developer is well
seized in fee title of the property being final platted and/or has obtained consents to this
181309v6 23
Contract, in the form attached hereto, from all parties who have an interest in the property; that
there are no unrecorded interests in the property being final platted; and that the Developer will
indemnify and hold the City harmless for any breach of the foregoing covenants.
I. The Developer and contractor shall acquire commercial general liability and property damage
insurance covering personal injury, including death, and claims for property damage which may
arise out of the Developer's work or the work of their subcontractors or by one directly or
indirectly employed by any of them. The insurance must be maintained until six (6) months
after the City has accepted the public improvements. Limits for bodily injury and death shall be
not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property
damage shall be not less than $200,000 for each occurrence; or a combination single limit
policy of $1,000,000 or more. The City shall be named as an additional insured on the policy on
a primary and noncontributory basis, and the Developer and contractor shall file with the City a
certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that
the City must be given ten (10) days advance written notice of the cancellation of the insurance.
The Developer must provide a Certificate of Insurance which meets the following requirements:
1. The Description section of the Accord form needs to read “City of Lakeville is named as
Additional Insured with respect to the General Liability and Auto Liability policies on a
Primary and Non-Contributory Basis.” Each policy shall provide 30 days’ notice of
cancellation to City of Lakeville.
2. Certificate Holder must be City of Lakeville.
3. Provide copy of policy endorsement showing City of Lakeville named as Additional Insured
on a Primary and Non-Contributory Basis.
J. The Developer and contractor shall obtain Workmen’s Compensation Insurance in accordance
with the laws of the State of Minnesota, including Employer’s Liability Insurance, to the limit of
$100,000.00 each accident.
181309v6 24
K. 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.
L. 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.
M. 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.
N. Prior to recording this Contract and the final plat for Berres Ridge 1st Addition, Developer shall
acquire fee title to the property within the Plat that is currently owned by St. John’s Evangelical
Lutheran Church of America.
37. 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: Berres Ridge Development, LLC, 10519 165th Street West, Lakeville, Minnesota
55044. Notices to the City shall be in writing and shall be either hand delivered to the City
181309v6 25
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.]
181309v6 26
CITY OF LAKEVILLE
BY: ___________________________________________
Matt Little, Mayor
(SEAL)
AND __________________________________________
Charlene Friedges, City Clerk
STATE OF MINNESOTA )
)ss.
COUNTY OF DAKOTA )
The foregoing instrument was acknowledged before me this ________ day of ______________,
2015, by Matt Little and by Charlene Friedges, the Mayor and City Clerk of the City of Lakeville, a
Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its
City Council.
______________________________________________
NOTARY PUBLIC
181309v6 28
FEE OWNER CONSENT
TO
DEVELOPMENT CONTRACT
Joanne Berres as Trustee of the Joanne Berres Marital Trust dated November 8, 2011, fee owner
of all or part of the subject property, the development of which is governed by the foregoing Development
Contract, 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 owned by it.
Dated this _____ day of ____________, 2015.
JOANNE BERRES MARITAL TRUST
DATED NOVEMBER 8, 2011
By:
Joanne Berres, Trustee
STATE OF MINNESOTA )
)ss.
COUNTY OF DAKOTA )
The foregoing instrument was acknowledged before me this _____ day of _____________, 2015,
by Joanne Berres as Trustee of the Joanne Berres Marital Trust dated November 8, 2011, on behalf of the
trust.
________________________________________
NOTARY PUBLIC
DRAFTED BY:
CAMPBELL KNUTSON
Professional Association
317 Eagandale Office Center
1380 Corporate Center Curve
Eagan, Minnesota 55121
651-452-5000
AMP/cjh
181309v6 30
EXHIBIT “A”
TO
DEVELOPMENT CONTRACT
Legal Description of Property Being Final Platted as
BERRES RIDGE 1ST ADDITION
Parcel 1:
That part of the Southwest Quarter of the Southeast Quarter of Section 21, Township 114, Range 20,
described as follows:
Beginning at the southwest corner of said Southwest Quarter of the Southeast Quarter; thence North 00
degrees 10 minutes 53 seconds East, assumed bearing along the west line of said Southwest Quarter of
the Southeast Quarter, a distance of 209.74 feet; thence southerly 166.59 feet, along a non-tangential
curve, concave to the west, having a central angle of 28 degrees 04 minutes 21 seconds, a radius of
340.00 feet and a chord which bears South 13 degrees 51 minutes 17 seconds East; thence South 00
degrees 10 minutes 53 seconds West, tangent to last described curve, a distance of 49.56 feet to the south
line of said Southwest Quarter of the Southeast Quarter; thence South 89 degrees 55 minutes 23 seconds
West, along said south line, a distance of 40.00 feet to the point of beginning
AND
Parcel 2:
That part of Outlot A, St John's First Addition, described as follows:
Commencing at the most northerly corner of Lot 1, Block 1, said St John's First Addition; thence South 45
degrees 51 minutes 26 seconds East, assumed bearing along the northeasterly line of said Lot 1 a
distance of 445.61 feet to the easterly line of said Lot 1, being the point of beginning of the tract to be
described; thence northeasterly 132.50 feet, along a non-tangential curve, concave to the southeast,
having a central angle of 14 degrees 03 minutes 31 seconds, radius of 540.00 feet and a chord bearing of
North 07 degrees 18 minutes 45 seconds East; thence North 72 degrees 10 minutes 11 seconds West, not
tangent to said curve, a distance of 131.00 feet; thence North 17 degrees 49 minutes 49 seconds East a
distance of 67.85 feet; thence North 07 degrees 37 minutes 15 seconds East a distance of 64.79 feet;
thence North 00 degrees 16 minutes 59 seconds East a distance of 280.58 feet; thence South 89 degrees
47 minutes 12 seconds West a distance of 479.69 feet; thence South 88 degrees 36 minutes 23 seconds
West a distance of 167.23 feet; thence South 79 degrees 44 minutes 44 seconds West, a distance of 96.57
feet; thence North 09 degrees 57 minutes 53 seconds West a distance of 134.89 feet; thence westerly
53.34 feet, along a non-tangential curve concave to the south, having a central angle of 03 degrees 11
minutes 00 seconds, a radius of 960.00 feet and a chord which bears South 77 degrees 17 minutes 14
seconds West; thence westerly 1.74 feet, along a reverse curve, concave to the north, having a central
angle of 00 degrees 05 minutes 44 seconds and a radius of 1040.00 feet; thence South 09 degrees 57
minutes 53 seconds East, not tangent to said curve, a distance of 132.48 feet; thence South 79 degrees 44
minutes 44 seconds West a distance of 7.77 feet; thence South 00 degrees 51 minutes 26 seconds East a
distance of 104.87 feet to an angle point on the westerly line of said Outlot A; thence North 81 degrees 54
minutes 34 seconds West along said westerly line a distance of 91.42 feet; thence North 61 degrees 56
minutes 51 seconds West, continuing along said westerly line a distance of 260.83 feet; thence North 00
degrees 09 minutes 47 seconds East, continuing along said westerly line a distance of 169.37 feet to the
north line of said Outlot A; thence North 89 degrees 47 minutes 12 seconds East, along said north line a
distance of 1283.17 feet to east line of said Outlot A; thence South 00 degrees 16 minutes 59 seconds
West, along said east line a distance of 1082.74 feet to south line of said Outlot A; thence North 89
181309v6 31
degrees 43 minutes 01 seconds West, along said south line a distance of 80.00 feet to the easterly line of
said Lot 1; thence North 00 degrees 16 minutes 59 seconds East, along said easterly line of Lot 1, a
distance of 331.15 feet to the point of beginning
AND
Parcel 3:
The East Half (E 1/2) of the Southwest Quarter (SW 1/4) of Section Twenty One (21), Township One
Hundred Fourteen (114), Range Twenty (20), EXCEPT that part described as follows:
Commencing at the southeast corner of said East Half of the Southwest Quarter; thence North 00 degrees
10 minutes 53 seconds East, assumed bearing along the east line of said Southeast Quarter of the
Southwest Quarter, a distance of 209.74 feet to the point of beginning of the land to be described; thence
continuing North 00 degrees 10 minutes 53 seconds East, along said east line, a distance of 158.06 feet;
thence South 43 degrees 30 minutes 27 seconds West a distance of 97.22 feet; thence southeasterly
110.38 feet, along a non-tangential curve, concave to the southwest, having a central angle of 18 degrees
36 minutes 05 seconds, a radius of 340.00 feet and a chord which bears South 37 degrees 11 minutes 30
seconds East to the point of beginning
AND
Parcel 4:
The Northeast Quarter (NE 1/4) of the Northwest Quarter (NW 1/4) of Section Twenty Eight (28), Township
One Hundred Fourteen (114), Range Twenty (20)
AND
Parcel 5:
The Southwest Quarter (SW 1/4) of the Southwest Quarter (SW 1/4), Section Twenty One (21), Township
One Hundred Fourteen (114), Range Twenty (20) West, lying southerly of the North 504.4 feet thereof,
EXCEPT, the West One rod thereof of the Southwest Quarter (SW 1/4) of the Southwest Quarter (SW 1/4),
Section Twenty One (21), Township One Hundred Fourteen (114), Range Twenty (20) West ALSO
EXCEPT, the North 170 feet of the South 230 feet of the West 175 feet of the Southwest Quarter (SW 1/4)
of the Southwest Quarter (SW 1/4), Section Twenty One (21), Township One Hundred Fourteen (114),
Range Twenty (20) West, Dakota County, Minnesota .
Abstract Property
1
2
3
4
5
RS-3
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RS-3RS-3
RS-3
RS-3
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RS-3
RS-3
RS-3PUD
P/OSRM-2 RS-3
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RS-3 RS-3P/OS
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195TH ST
HERITAGE DR
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202ND ST W
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±
Berres Ridge
Final Plat
City of LakevilleLocation and Zoning Map
Berres Ridge
Final Plat
EXHIBIT A
±
Berres Ridge
Final Plat area
H i g h v i e w
A v e
194 th St
200th St
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202nd St (CSAH 50)
Heri t a g e D r
195th St
City of LakevilleLocation Map
Berres Ridge
Final PlatEXHIBIT B
CITY COUNCIL OF LAKEVILLE, MINNESOTA This plat was approved by the City Council of Lakeville, Minnesota this ________ day of _________________, 20___, and hereby certifies compliance with all requirements as set forth in Minnesota Statutes, Section 505.03, Subd. 2. By: ____________________________ ____________________________ Mayor Clerk DAKOTA COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this ________ day of __________________, 20___. By: ___________________________________ Dakota County Surveyor DAKOTA COUNTY BOARD We do hereby certify that on the ________ day of __________________, 20___, the Board of Commissioners of Dakota County, Minnesota, approved this plat of BERRES RIDGE 1ST ADDITION and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2, and pursuant to the Dakota County Contiguous Plat Ordinance. By: ___________________________________ Chair, Dakota County Board Attest: ___________________________________ Dakota County Treasurer – Auditor DAKOTA COUNTY DEPARTMENT OF PROPERTY TAXATION AND RECORDS Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20___ on the land hereinbefore described have been paid. Also pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this ________ day of __________________, 20___. By: _______________________________________ Director Department Of Property Taxation and Records COUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTA I hereby certify that this plat of BERRES RIDGE 1ST ADDITION was filed in the office of the County Recorder for public record on this _______ day of ______________________, 20___, at ______ o’clock ____. M. and was duly filed in Book ______________ of Plats, Page _____________________, as Document Number __________________. ___________________________________ County Recorder
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TAG NO.ELEV. TREE TYPE TREE SIZE SAVE REMOVE
1001 999.30 BOXELDER 18 X
1002 999.58 BOXELDER 18 X
1003 999.90 BOXELDER 16 X
1004 1000.24 BOXELDER 11 X
1005 1000.24 ELM 11 X
1006 1000.45 BOXELDER 8 X
1007 1000.56 ELM 21 X
1008 1000.53 ELM 13 X
1009 1000.93 ELM 13 X
1010 1002.01 ELM 18 X
1011 1002.49 ELM 18 X
1012 1005.01 ELM 14 X
1013 1005.40 ELM 10 X
1014 1005.44 ELM 18 X
1015 1006.12 ELM 12 X
1016 1005.68 ELM 9 9 X
1017 1007.37 ELM 14 X
1018 1006.52 ELM 9 X
1019 1007.51 ELM 9 X
1020 1007.09 ELM 9 X
1021 1007.93 SPRUCE 7 X
1022 1008.63 SPRUCE 9 X
1023 1009.46 SPRUCE 13 X
1024 1009.94 SPRUCE 11 X
1025 1010.35 SPRUCE 11 X
1026 1010.77 SPRUCE 10 X
1027 1010.42 SPRUCE 11 X
1028 1011.04 SPRUCE 9 X
1029 1011.05 SPRUCE 8 X
1030 1011.47 SPRUCE 10 X
1031 1011.09 SPRUCE 11 X
1032 1011.61 SPRUCE 10 X
1033 1010.88 SPRUCE 10 X
1034 1009.98 SPRUCE 11 X
1035 1009.82 SPRUCE 11 X
1036 1009.61 SPRUCE 9 X
1037 1008.97 SPRUCE 9 X
1038 1008.13 SPRUCE 11 X
1039 1007.92 SPRUCE 9 X
1040 1007.58 SPRUCE 9 X
1041 1006.05 SPRUCE 14 X
1042 1004.99 SPRUCE 4 6 X
1043 1008.93 ASH 18 X
1044 1009.57 ASH 17 X
1045 1007.26 SPRUCE 17 X
1046 1008.32 SPRUCE 13 X
1047 1009.44 SPRUCE 12 X
1048 1010.18 SPRUCE 18 X
1049 1012.28 SPRUCE 12 X
1050 1013.27 SPRUCE 11 X
1051 1014.32 SPRUCE 12 X
1052 1015.20 SPRUCE 10 X
1053 1016.10 SPRUCE 12 X
1054 1017.12 SPRUCE 11 X
1055 1017.47 SPRUCE 10 X
1056 1017.91 SPRUCE 10 X
1057 1017.99 SPRUCE 10 X
1058 1017.83 SPRUCE 10 X
1059 1016.51 SPRUCE 13 X
1060 1015.79 SPRUCE 11 X
1061 1015.29 SPRUCE 9 X
1062 1014.41 SPRUCE 9 X
1063 1013.41 SPRUCE 12 X
1064 1012.45 SPRUCE 9 X
1065 1011.63 SPRUCE 9 X
1066 1010.80 SPRUCE 11 X
1067 1010.08 SPRUCE 12 X
1068 1009.35 SPRUCE 9 X
9001 1057.42 BOXELDER 5 7 13 18 X
9002 1056.59 BOXELDER 5 9 X
9003 1054.22 BOXELDER 15 X
9004 1054.03 BOXELDER 10 13 X
9005 1054.06 BOXELDER 26 X
9006 1052.58 BOXELDER 17 X
9007 1052.98 BOXELDER 7 X
9008 1051.46 BOXELDER 21 X
9009 1052.34 BOXELDER 15 X
9010 1053.68 BOXELDER 14 X
9011 1052.71 BOXELDER 14 X
9012 1051.88 BOXELDER 9 X
9013 1050.65 BOXELDER 12 X
9014 1051.26 BOXELDER 7 X
9015 1052.78 BOXELDER 25 X
9016 1051.00 BOXELDER 11 X
9017 1050.76 BOXELDER 8 X
9018 1052.08 BOXELDER 6 X
9019 1051.83 BOXELDER 10 X
9020 1051.59 BOXELDER 13 16 18 X
TAG NO.ELEV. TREE TYPE TREE SIZE SAVE REMOVE
9021 1050.52 BOXELDER 14 X
9022 1051.34 BOXELDER 6 9 X
9023 1055.83 BOXELDER 7 X
9024 1054.75 BOXELDER 6 7 7 16 X
9025 1057.15 BOXELDER 11 16 19 X
9026 1057.66 BOXELDER 18 X
9027 1056.24 BOXELDER 6 8 X
9028 1050.23 BOXELDER 13 X
9029 1051.45 BOXELDER 8 X
9030 1051.20 BOXELDER 10 X
9031 1051.66 BOXELDER 5 6 X
9032 1051.02 BOXELDER 11 X
9033 1052.97 BOXELDER 7 13 X
9034 1054.13 BOXELDER 13 X
9035 1054.81 BOXELDER 6 X
9036 1053.12 BOXELDER 13 X
9037 1053.28 BOXELDER 14 X
9038 1054.44 BOXELDER 12 X
9039 1056.69 BOXELDER 10 X
9040 1053.17 BOXELDER 8 X
9041 1053.80 BOXELDER 8 X
9042 1052.79 BOXELDER 14 X
9043 1054.20 BOXELDER 9 10 X
9044 1053.42 BOXELDER 6 7 X
9045 1055.15 CHERRY 7 X
9046 1055.21 BOXELDER 9 X
9047 1055.25 BOXELDER 14 X
9048 1055.18 BOXELDER 8 8 10 15 X
9049 1055.20 BOXELDER 11 13 X
9050 1055.67 BOXELDER 7 14 X
9051 1056.77 BOXELDER 8 11 12 15 X
9052 1057.20 BOXELDER 6 7 X
9053 1058.04 BOXELDER 11 11 12 13 X
9054 1058.94 BOXELDER 12 17 X
9055 1059.75 BOXELDER 8 X
9056 1059.96 ASH 6 X
9057 1061.74 BOXELDER 19 X
9058 1062.72 BOXELDER 18 X
9059 1062.14 BOXELDER 6 6 X
9060 1062.41 BOXELDER 6 7 7 9 X
9061 1061.95 BOXELDER 11 17 X
9062 1061.52 BOXELDER 8 9 X
9063 1060.60 BOXELDER 5 6 X
9064 1060.62 BOXELDER 6 X
9065 1060.04 BOXELDER 6 6 7 X
9066 1059.05 BOXELDER 7 X
9067 1059.05 BOXELDER 6 7 X
9068 1058.46 BOXELDER 6 X
9069 1059.17 BOXELDER 9 X
9070 1058.65 BOXELDER 9 X
9071 1058.59 BOXELDER 6 10 X
9072 1057.49 BOXELDER 9 13 14 16 X
9073 1055.84 BOXELDER 11 X
9074 1056.01 BOXELDER 8 X
9075 1056.04 BOXELDER 11 X
9076 1055.38 BOXELDER 6 7 X
9077 1055.01 BOXELDER 11 X
9078 1054.83 BOXELDER 8 X
9079 1054.47 BOXELDER 10 X
9080 1054.41 BOXELDER 11 18 X
9081 1046.79 BOXELDER 7 7 X
9082 1046.67 BOXELDER 8 X
9083 1045.23 BOXELDER 6 X
9084 1045.24 BOXELDER 23 X
9085 1048.31 BOXELDER 9 X
9086 1048.52 BOXELDER 6 8 9 X
9087 1050.66 BOXELDER 8 X
9088 1050.72 BOXELDER 7 8 X
9089 1053.86 BOXELDER 6 6 X
9090 1054.11 BOXELDER 7 X
9091 1053.98 BOXELDER 7 X
9092 1054.02 BOXELDER 6 10 X
9093 1054.46 BOXELDER 7 X
9094 1055.46 BOXELDER 8 X
9095 1056.53 BOXELDER 6 X
9096 1055.58 BOXELDER 9 X
9097 1055.95 BOXELDER 5 7 X
9098 1056.49 BOXELDER 7 X
9099 1056.01 BOXELDER 10 10 X
9100 1056.19 BOXELDER 18 X
9101 1057.15 BOXELDER 16 X
9102 1055.98 BOXELDER 9 X
9103 1057.20 CHERRY 6 X
9104 1056.46 BOXELDER 6 6 X
9105 1056.35 BOXELDER 8 X
9106 1056.71 BOXELDER 15 X
9107 1057.37 BOXELDER 9 X
9108 1056.99 BOXELDER 12 X
TAG NO.ELEV. TREE TYPE TREE SIZE SAVE REMOVE
9109 1057.81 BOXELDER 6 12 18 X
9110 1058.05 BOXELDER 18 X
9111 1057.67 BOXELDER 10 14 X
9112 1059.24 BOXELDER 15 X
9113 1058.23 BOXELDER 17 X
9114 1057.52 BOXELDER 11 14 X
9115 1058.18 BOXELDER 14 X
9116 1057.94 BOXELDER 16 X
9117 1059.30 BOXELDER 11 11 12 17 X
9118 1061.80 BOXELDER 20 X
9119 1061.74 BOXELDER 14 X
9120 1060.63 BOXELDER 15 X
9121 1059.61 BOXELDER 8 X
9122 1060.21 BOXELDER 12 X
9123 1060.91 BOXELDER 10 X
9124 1061.08 BOXELDER 8 X
9125 1061.04 BOXELDER 9 X
9126 1061.13 BOXELDER 8 X
9127 1061.47 BOXELDER 8 X
9128 1061.79 BOXELDER 13 X
9129 1061.47 BOXELDER 18 19 X
9130 1060.95 BOXELDER 6 X
9131 1061.24 BOXELDER 8 12 X
9132 1061.54 BOXELDER 9 X
9133 1061.98 BOXELDER 10 X
9134 1061.83 BOXELDER 14 X
9135 1061.86 BOXELDER 8 X
9136 1061.56 BOXELDER 8 X
9137 1062.38 BOXELDER 9 X
9138 1063.16 BOXELDER 9 12 X
9139 1063.00 BOXELDER 9 12 X
9140 1064.60 BOXELDER 6 X
9141 1063.19 BOXELDER 9 10 X
9142 1064.92 BOXELDER 7 X
9143 1065.02 BOXELDER 7 X
9144 1065.06 BOXELDER 9 10 X
9145 1065.92 BOXELDER 20 X
9146 1065.99 BOXELDER 7 8 9 15 X
9147 1066.35 BOXELDER 6 7 7 X
9148 1067.04 BOXELDER 8 11 14 15 X
9149 1067.84 BOXELDER 7 9 9 X
9150 1071.41 BOXELDER 7 X
9151 1068.44 BOXELDER 12 22 X
9152 1068.63 BOXELDER 12 X
9153 1069.29 BOXELDER 10 10 17 21 X
9154 1070.27 BOXELDER 10 12 X
9155 1070.98 BOXELDER 7 7 X
9156 1070.50 BOXELDER 7 7 X
9157 1071.62 BOXELDER 7 X
9158 1070.86 BOXELDER 9 X
9159 1070.48 BOXELDER 8 9 X
9160 1071.22 BOXELDER 9 9 X
9161 1072.37 BOXELDER 12 12 12 X
9162 1072.64 BOXELDER 7 X
9163 1071.90 BOXELDER 9 11 X
9164 1072.51 BOXELDER 9 11 X
9165 1072.22 BOXELDER 7 11 X
9166 1074.02 BOXELDER 11 X
9167 1074.00 BOXELDER 11 X
9168 1073.74 BOXELDER 10 X
9169 1073.73 BOXELDER 7 X
9170 1073.82 BOXELDER 7 X
9171 1074.69 BOXELDER 18 X
9172 1075.43 BOXELDER 5 9 X
9173 1075.14 ELM 11 X
9174 1075.43 BOXELDER 12 X
9175 1075.66 BOXELDER 12 X
9176 1075.70 BOXELDER 11 12 12 X
9177 1075.79 BOXELDER 8 11 X
9178 1075.12 BOXELDER 6 X
9179 1075.84 BOXELDER 7 9 X
9180 1075.90 BOXELDER 8 8 9 X
9181 1074.97 BOXELDER 6 9 12 X
9182 1069.66 BOXELDER 10 X
9183 1071.32 BOXELDER 7 X
9184 1069.07 BOXELDER 7 X
9185 1068.96 BOXELDER 7 X
9186 1067.73 BOXELDER 9 10 X
9187 1067.63 BOXELDER 8 X
9188 1067.18 BOXELDER 7 X
9189 1065.87 BOXELDER 7 X
9190 1065.17 BOXELDER 9 11 11 14 X
9191 1065.20 BOXELDER 7 X
9192 1064.90 BOXELDER 7 8 X
9193 1064.42 BOXELDER 7 X
9194 1064.96 BOXELDER 7 X
9195 1064.69 BOXELDER 10 X
9196 1065.35 BOXELDER 10 X
TAG NO.ELEV. TREE TYPE TREE SIZE SAVE REMOVE
9197 1063.49 BOXELDER 15 X
9198 1062.51 BOXELDER 14 14 15 X
9199 1061.41 BOXELDER 7 10 16 X
9200 1058.50 BOXELDER 9 11 X
9201 1058.45 BOXELDER 8 X
9202 1057.21 BOXELDER 14 X
9203 1053.40 BOXELDER 6 7 7 10 X
9204 1034.03 BOXELDER 9 14 14 X
9205 1032.97 BOXELDER 10 X
9206 1033.01 BOXELDER 9 X
9207 1033.56 BOXELDER 8 X
9208 1033.25 BOXELDER 10 X
9209 1032.57 BOXELDER 8 15 X
9210 1032.24 BOXELDER 13 X
9211 1032.48 BOXELDER 9 X
9212 1032.13 BOXELDER 11 X
9213 1031.93 BOXELDER 10 X
9214 1032.15 BOXELDER 8 X
9215 1031.05 BOXELDER 11 11 15 X
9216 1030.59 BOXELDER 6 X
9217 1028.36 BOXELDER 8 12 X
9218 1027.44 BOXELDER 8 X
9219 1027.21 BOXELDER 12 X
9220 1027.14 BOXELDER 11 X
9221 1026.97 BOXELDER 9 X
9222 1026.90 BOXELDER 9 X
9223 1026.24 BOXELDER 17 X
9224 1025.99 BOXELDER 9 X
9225 1025.22 BOXELDER 11 X
9226 1025.57 BOXELDER 6 X
9227 1023.98 BOXELDER 10 X
9228 1025.15 BOXELDER 7 X
9229 1024.96 BOXELDER 12 X
9230 1025.44 BOXELDER 13 X
9231 1025.81 BOXELDER 8 X
9232 1026.09 BOXELDER 12 X
9233 1024.79 BOXELDER 13 X
9234 1024.02 BOXELDER 12 X
9235 1024.20 BOXELDER 7 X
9236 1024.00 BOXELDER 10 X
9237 1023.59 BOXELDER 7 X
9238 1023.27 BOXELDER 7 X
9239 1020.72 BOXELDER 16 19 X
9240 1019.93 BOXELDER 30 X
9241 1018.68 BOXELDER 7 X
9242 1018.25 BOXELDER 9 X
9243 1018.05 BOXELDER 15 X
9244 1017.36 BOXELDER 8 13 X
9245 1017.30 BOXELDER 10 10 X
9246 1016.98 BOXELDER 11 X
9247 1015.59 BOXELDER 18 X
9248 1015.69 BOXELDER 8 X
9249 1013.81 BOXELDER 12 X
9250 1013.52 BOXELDER 8 X
9251 1014.78 BOXELDER 11 X
9252 1013.17 BOXELDER 11 X
9253 1013.75 BOXELDER 16 X
9254 1013.70 BOXELDER 10 X
9255 1011.74 BOXELDER 12 X
9256 1012.66 BOXELDER 11 X
9257 1011.31 BOXELDER 11 12 X
9258 1012.93 BOXELDER 12 X
9259 1013.90 BOXELDER 14 X
9260 1014.15 BOXELDER 8 X
9261 1013.80 BOXELDER 12 15 X
9262 1013.50 BOXELDER 16 X
9263 1010.92 BOXELDER 6 X
9264 1010.99 BOXELDER 7 X
9265 1012.81 BOXELDER 17 X
9266 1011.08 BOXELDER 11 X
9267 1010.10 BOXELDER 18 X
9268 1009.80 BOXELDER 7 X
9269 1011.88 BOXELDER 15 X
9270 1013.17 BOXELDER 14 X
9271 1013.24 BOXELDER 10 X
9272 1013.30 BOXELDER 18 X
9273 1009.40 BOXELDER 12 X
9274 1008.94 BOXELDER 8 X
9275 1008.98 BOXELDER 8 X
9276 1011.77 BOXELDER 12 X
9277 1009.93 BOXELDER 17 X
9278 1011.75 BOXELDER 12 15 X
9279 1008.56 BOXELDER 25 X
9280 1007.59 BOXELDER 7 X
9281 1007.40 BOXELDER 9 X
9282 1007.15 BOXELDER 8 X
9283 1007.21 BOXELDER 11 X
9284 1007.47 BOXELDER 6 X
TAG NO.ELEV. TREE TYPE TREE SIZE SAVE REMOVE
9285 1006.87 BOXELDER 7 X
9286 1007.79 BOXELDER 8 X
9287 1008.31 BOXELDER 9 X
9288 1007.81 BOXELDER 15 X
9289 1009.01 BOXELDER 15 X
9290 1010.52 BOXELDER 13 X
9291 1011.24 BOXELDER 13 X
9292 1008.36 BOXELDER 17 19 X
9293 1008.50 BOXELDER 11 X
9294 1007.48 BOXELDER 8 X
9295 1006.68 BOXELDER 11 X
9296 1005.54 BOXELDER 7 X
9297 1005.03 BOXELDER 10 X
9298 1010.28 BOXELDER 14 X
9299 1009.97 BOXELDER 13 X
9300 1009.40 BOXELDER 12 X
9301 1009.79 BOXELDER 9 X
9302 1010.82 BOXELDER 18 X
9303 1010.92 ELM 6 X
9304 1004.00 BOXELDER 15 X
9305 1005.32 BOXELDER 25 X
9306 1003.97 BOXELDER 11 X
9307 1005.26 BOXELDER 10 X
9308 1006.85 BOXELDER 35 X
9309 1002.61 ELM 7 X
9310 1003.13 ELM 6 X
9311 1002.53 ELM 9 X
9312 1003.93 ELM 7 X
9313 1001.58 ELM 8 X
9314 1006.81 BOXELDER 8 8 X
9315 1009.06 BOXELDER 10 X
9316 1012.94 BOXELDER 7 8 X
9317 1008.35 ELM 12 X
9318 1008.98 ELM 16 X
9319 1009.53 BOXELDER 15 X
9320 1007.57 ELM 20 X
9321 1011.53 BOXELDER 15 X
9322 1011.51 ELM 9 X
9323 1011.24 ELM 10 X
9324 1011.12 ELM 12 X
9325 1007.87 BOXELDER 7 X
9326 1006.61 BOXELDER 8 X
9327 1006.12 ELM 6 X
9328 1009.49 BOXELDER 21 X
9329 1008.71 BOXELDER 23 X
9330 1005.13 ELM 7 X
9331 1008.42 BOXELDER 6 7 X
9332 1006.61 BOXELDER 15 X
9333 1006.54 BOXELDER 31 X
9334 1003.67 BOXELDER 9 X
9335 1003.29 BOXELDER 6 X
9336 1002.87 BOXELDER 7 X
9337 1002.76 BOXELDER 8 X
9338 1006.66 BOXELDER 9 X
9339 1006.38 BOXELDER 8 X
9340 1006.29 BOXELDER 12 X
9341 1006.16 BOXELDER 7 X
9342 1002.50 BOXELDER 15 X
9343 1002.05 BOXELDER 6 8 9 X
9344 1001.73 BOXELDER 6 X
9345 1001.48 BOXELDER 9 X
9346 1001.81 BOXELDER 6 X
9347 1003.99 BOXELDER 7 X
9348 1001.90 BOXELDER 9 X
9349 1003.56 BOXELDER 10 X
9350 1002.44 BOXELDER 10 15 X
9351 1001.87 BOXELDER 7 X
9352 1002.70 BOXELDER 9 10 11 13 13 14 X
9353 1001.88 BOXELDER 13 X
9354 1001.80 BOXELDER 8 X
9355 1002.27 BOXELDER 12 X
9356 1001.67 BOXELDER 9 X
9357 1001.39 BOXELDER 9 X
9358 1000.79 BOXELDER 11 X
9359 1000.20 BOXELDER 7 7 X
9360 998.49 ELM 6 X
9361 999.40 ELM 6 X
9362 997.93 ELM 8 X
9363 998.89 ELM 6 X
9364 998.67 ELM 6 X
9365 997.67 ELM 6 6 X
9366 997.76 BOXELDER 8 X
9367 996.77 ELM 6 X
9368 997.97 BOXELDER 6 6 X
9369 997.35 BOXELDER 11 15 X
9370 999.08 BOXELDER 18 X
9371 999.54 ASH 9 17 X
9372 999.94 ASH 18 X
TAG NO.ELEV. TREE TYPE TREE SIZE SAVE REMOVE
9373 1001.14 ASH 17 X
9374 1002.42 ASH 16 X
9375 1004.04 ASH 19 X
9376 1006.21 ELM 13 X
9377 1006.53 ELM 7 X
9378 1006.26 BOXELDER 6 X
9379 1006.20 ELM 12 X
9380 1005.64 BOXELDER 8 9 X
9381 1006.57 ELM 14 X
9382 1005.94 SOFT MAPLE 18 19 X
9383 1005.42 BOXELDER 22 X
9384 1005.35 BOXELDER 18 X
9385 1004.85 BOXELDER 10 17 19 X
9386 1004.97 ELM 13 X
9387 1004.75 ELM 7 16 X
9388 1005.41 ELM 7 9 X
9389 1004.59 ELM 12 X
9390 1004.65 ELM 20 X
9391 1005.03 BOXELDER 15 X
9392 1005.52 ELM 24 X
9393 1004.93 BOXELDER 7 X
9394 1004.87 ELM 12 X
9395 1005.95 ELM 14 X
9396 1005.32 BOXELDER 13 X
9397 1005.33 ELM 16 X
9398 1003.91 ELM 6 X
9399 1004.81 BOXELDER 15 X
9400 1005.35 ELM 8 X
9401 1004.88 ELM 8 X
9402 1004.65 ELM 11 X
9403 1007.36 ELM 13 24 X
9404 1005.06 ELM 22 X
9405 1005.67 ELM 10 X
9406 1005.47 BOXELDER 19 27 X
9407 1005.33 BOXELDER 26 X
9408 1005.20 BOXELDER 18 X
9409 1005.10 BOXELDER 7 X
9410 1004.48 BOXELDER 14 X
9411 1006.07 BOXELDER 22 X
9412 1006.24 BOXELDER 20 X
9413 1006.76 BOXELDER 23 X
9414 1006.61 BOXELDER 27 X
9415 1006.56 BOXELDER 22 24 X
9416 1007.44 ELM 13 X
9417 1007.76 BOXELDER 14 X
9418 1007.88 BOXELDER 12 X
9419 1008.14 BOXELDER 32 X
9420 1009.36 BOXELDER 30 X
9421 1010.49 ELM 15 X
9422 1013.49 APPLE 5 8 10 X
9423 1014.81 APPLE 7 X
9424 1016.23 APPLE 7 11 X
9425 1017.33 APPLE 11 X
9426 1018.66 APPLE 11 X
9427 1019.95 APPLE 11 X
9428 1021.12 APPLE 18 X
9429 1021.99 APPLE 17 X
9430 1021.47 LINDEN 20 X
9431 1024.71 APPLE 12 X
9432 1025.87 APPLE 18 X
9433 1027.56 APPLE 15 X
9434 1028.24 APPLE 18 X
9435 1029.86 APPLE 7 X
9436 1030.62 APPLE 12 X
9437 1031.22 APPLE 12 X
9438 1031.59 APPLE 12 X
9439 1023.48 SPRUCE 8 X
9440 1023.69 SPRUCE 6 X
9441 1025.45 SPRUCE 11 X
9442 1027.16 SPRUCE 14 X
9443 1027.27 SPRUCE 14 X
9444 1029.13 SPRUCE 16 X
9445 1025.39 ASH 15 X
9446 1023.69 ASH 19 X
9447 1022.79 BIRCH 8 10 16 X
9448 1021.72 APPLE 16 X
9449 1048.66 SPRUCE 18 X
9501 1027.74 ASH 14 X
9502 1028.80 ASH 14 X
9503 1030.81 ASH 34 X
9504 1033.80 ASH 44 X
9505 1035.12 ASH 33 X
9506 1034.29 ASH 22 X
9507 1045.89 ASH 25 X
9508 1049.04 ASH 19 X
9509 1049.56 ASH 35 X
9510 1049.72 ASH 30 X
9511 1049.91 ASH 20 X
TAG NO.ELEV. TREE TYPE TREE SIZE SAVE REMOVE
9512 1049.84 ASH 22 X
9513 1049.79 ASH 30 X
9514 1044.49 ASH 26 X
9515 1044.48 ASH 13 14 18 X
9516 1043.21 SPRUCE 12 X
9517 1039.17 ASH 44 X
9518 1031.19 ASH 31 X
9519 1029.03 ASPEN 33 X
9520 1026.73 SOFT MAPLE 14 16 18 X
9521 1027.48 SOFT MAPLE 16 21 X
9522 1027.34 SOFT MAPLE 15 X
9523 1027.95 SOFT MAPLE 25 X
9524 1029.53 SOFT MAPLE 8 11 X
9525 1030.31 SOFT MAPLE 10 X
9526 1030.12 SOFT MAPLE 9 X
9527 1031.16 SOFT MAPLE 6 X
9528 1032.09 SOFT MAPLE 11 X
9529 1031.35 SOFT MAPLE 7 11 X
9530 1032.49 SOFT MAPLE 11 X
9531 1033.52 SOFT MAPLE 9 13 X
9532 1034.95 SOFT MAPLE 9 9 X
9533 1035.90 SOFT MAPLE 12 13 X
9534 1037.16 SOFT MAPLE 17 X
9535 1038.88 SOFT MAPLE 16 X
9536 1041.13 SOFT MAPLE 11 11 X
9537 1042.29 SOFT MAPLE 8 12 12 X
9538 1042.48 SOFT MAPLE 8 13 X
9539 1041.63 SOFT MAPLE 24 X
9540 1048.01 MAPLE 20 X
9541 1047.70 MAPLE 26 X
9542 1047.45 MAPLE 8 20 X
9543 1047.47 MAPLE 8 15 16 16 X
9544 1046.54 MAPLE 11 X
9545 1046.72 MAPLE 8 9 13 14 X
9546 1045.76 MAPLE 28 X
9547 1045.03 MAPLE 11 13 27 X
9548 1043.82 MAPLE 24 X
9549 1042.12 MAPLE 15 19 25 X
9550 1039.76 MAPLE 23 X
9551 1039.33 MAPLE 27 X
9552 1038.43 MAPLE 20 X
9553 1037.94 MAPLE 33 X
9554 1037.51 MAPLE 15 19 20 X
9556 1036.09 MAPLE 19 20 X
9557 1036.87 MAPLE 13 14 17 24 X
9558 1036.84 MAPLE 29 X
9559 1036.39 MAPLE 14 X
9560 1037.32 MAPLE 20 X
9561 1037.11 MAPLE 9 11 22 X
9562 1038.35 MAPLE 24 X
9563 1038.58 MAPLE 23 X
9564 1039.29 MAPLE 25 X
9565 1040.54 MAPLE 8 19 19 20 X
9566 1040.45 MAPLE 11 X
9567 1041.13 MAPLE 21 X
9568 1041.83 MAPLE 10 10 12 X
9569 1041.84 MAPLE 8 X
9570 1042.98 MAPLE 4 16 18 X
9571 1042.76 MAPLE 11 X
9572 1044.26 MAPLE 12 17 X
9573 1045.31 MAPLE 9 23 X
9574 1045.81 MAPLE 11 X
9575 1046.32 MAPLE 30 X
9576 1041.13 BOXELDER 20 X
9577 1031.95 MAPLE 10 X
9578 1032.16 MAPLE 7 X
9579 1031.94 MAPLE 8 X
9580 1032.64 MAPLE 11 X
9581 1032.85 MAPLE 11 X
9582 1033.62 MAPLE 10 X
9583 1033.83 MAPLE 6 X
9584 1034.83 MAPLE 7 X
9585 1035.76 MAPLE 9 X
9586 1036.78 MAPLE 10 X
9587 1038.17 MAPLE 8 X
9588 1039.83 MAPLE 12 X
9589 1040.83 MAPLE 10 X
9590 1041.41 MAPLE 9 X
9591 1042.58 MAPLE 7 X
9592 1043.46 MAPLE 9 X
9593 1044.12 MAPLE 11 X
9594 1047.38 APPLE 8 X
9595 1054.29 SPRUCE 15 X
9596 1039.69 BIRCH 11 13 13 X
9597 1041.33 SPRUCE 14 X
9598 1040.99 SPRUCE 10 X
9599 1039.71 SPRUCE 10 X
9600 1037.74 SPRUCE 16 X
TAG NO.ELEV. TREE TYPE TREE SIZE SAVE REMOVE
9601 1025.51 MAPLE 11 X
9602 1032.90 MAPLE 8 X
9603 1033.69 MAPLE 7 X
9604 1034.65 MAPLE 5 7 X
9605 1035.18 MAPLE 5 6 6 X
9606 1038.32 MAPLE 5 6 X
9607 1038.83 MAPLE 6 6 9 X
9608 1040.14 MAPLE 6 6 X
9609 1040.00 MAPLE 6 7 X
9610 1039.57 MAPLE 7 X
9611 1039.66 MAPLE 9 X
9612 1038.41 MAPLE 5 6 X
9613 1038.49 MAPLE 5 7 X
9614 1048.03 MAPLE 9 X
9615 1044.71 BOXELDER 9 X
9616 1048.18 MAPLE 9 9 X
9617 1042.37 MAPLE 9 11 11 X
9618 1042.66 MAPLE 7 9 10 11 X
9619 1041.98 MAPLE 18 X
9620 1042.39 MAPLE 7 11 13 X
9621 1042.51 MAPLE 8 12 X
9622 1042.56 MAPLE 9 12 13 15 X
9623 1042.90 MAPLE 10 11 13 X
9624 1037.15 SPRUCE 12 X
9625 1036.48 SPRUCE 12 X
9626 1035.38 SPRUCE 12 X
9627 1035.05 SPRUCE 14 X
9628 1034.62 SPRUCE 16 X
9629 1034.12 SPRUCE 13 X
9630 1033.83 SPRUCE 16 X
9631 1033.17 SPRUCE 15 X
9632 1032.93 SPRUCE 15 X
9633 1032.53 SPRUCE 17 X
9634 1032.22 SPRUCE 13 X
9635 1031.85 SPRUCE 12 X
9636 1031.94 SPRUCE 13 X
9637 1031.93 SPRUCE 13 X
9638 1031.43 SPRUCE 14 X
9639 1017.09 ELM 13 X
9640 1017.48 ELM 8 12 X
9641 1017.81 ELM 27 X
9642 1017.70 ELM 8 X
9643 1018.41 ELM 7 12 X
9644 1018.99 ELM 7 15 X
9645 1019.83 ELM 12 X
9646 1018.73 ELM 11 X
9647 1019.10 ELM 8 X
9648 1019.49 ELM 6 8 X
9649 1019.54 ELM 8 X
9650 1020.32 ELM 8 X
9651 1021.77 ELM 6 X
9652 1020.02 ELM 12 X
9653 1020.28 ELM 7 X
9654 1020.63 ELM 7 9 X
9655 1020.78 ELM 12 X
9656 1020.89 ELM 11 X
9657 1021.23 ELM 6 X
9658 1022.83 ELM 7 X
9659 1021.86 ELM 6 X
9660 1022.06 ELM 6 10 X
9661 1022.58 ELM 14 X
9662 1022.34 ELM 7 X
9663 1022.93 ELM 8 X
9664 1023.02 ELM 8 X
9665 1024.16 ELM 8 X
9666 1023.65 ELM 9 X
9667 1025.56 ELM 7 9 X
9668 1025.88 ELM 7 X
9669 1023.60 ELM 6 X
9670 1023.24 ELM 7 X
9671 1022.74 ELM 8 X
9672 1024.02 ELM 9 14 X
9673 1024.03 ELM 10 X
9674 1023.94 ELM 11 X
9675 1023.17 ELM 12 X
9676 1024.23 ELM 7 X
9677 1023.95 ELM 9 X
9678 1023.93 ELM 8 X
9679 1024.07 ELM 7 9 X
9680 1024.26 ELM 10 13 X
9681 1023.55 ELM 6 X
9682 1012.61 COTTONWOOD 8 X
9683 1012.81 COTTONWOOD 7 X
9684 1013.00 COTTONWOOD 8 X
9685 1018.82 BOXELDER 9 X
9686 1019.23 BOXELDER 6 6 X
9687 1018.49 BOXELDER 7 X
9688 1018.76 BOXELDER 6 X
TAG NO.ELEV. TREE TYPE TREE SIZE SAVE REMOVE
9689 1018.78 BOXELDER 6 X
9690 1018.09 BOXELDER 8 X
9691 1018.38 BOXELDER 6 X
9692 1018.38 BOXELDER 6 X
9693 1018.12 BOXELDER 7 X
9694 1018.02 BOXELDER 10 X
9695 1016.82 BOXELDER 7 X
9696 1015.77 BOXELDER 11 X
9697 1018.68 BOXELDER 16 X
9698 1017.39 BOXELDER 15 X
9699 1017.01 BOXELDER 15 X
9700 1016.72 BOXELDER 6 12 X
9701 1016.79 BOXELDER 6 7 X
9702 1015.91 BOXELDER 39 X
9703 1018.25 BOXELDER 22 X
9704 1017.19 BOXELDER 22 X
9705 1016.36 BOXELDER 14 X
9706 1016.64 BOXELDER 12 X
9707 1017.93 BOXELDER 9 10 16 X
9708 1015.83 BOXELDER 9 X
9709 1017.40 BOXELDER 8 X
9710 1017.63 BOXELDER 9 X
9711 1018.36 BOXELDER 11 X
9712 1016.43 BOXELDER 9 11 12 X
9713 1016.87 BOXELDER 12 X
9714 1017.69 BOXELDER 28 X
9715 1017.77 BOXELDER 6 X
9716 1018.96 BOXELDER 7 X
9717 1016.48 BOXELDER 11 X
9718 1016.67 BOXELDER 7 X
9719 1015.99 BOXELDER 6 7 X
9720 1016.90 BOXELDER 6 X
9721 1016.52 BOXELDER 7 X
9722 1018.15 BOXELDER 20 X
9723 1018.37 BOXELDER 15 X
9724 1018.51 BOXELDER 15 X
9725 1018.55 BOXELDER 11 17 X
9726 1018.95 BOXELDER 7 X
9727 1018.59 BOXELDER 13 X
9728 1018.86 BOXELDER 15 X
9729 1019.48 BOXELDER 6 X
9730 1019.27 BOXELDER 15 X
9731 1019.31 BOXELDER 14 16 30 X
9732 1019.48 BOXELDER 9 X
9733 1020.43 BOXELDER 7 X
9734 1020.36 BOXELDER 11 X
9735 1020.63 BOXELDER 11 X
9736 1020.32 BOXELDER 11 X
9740 1021.35 BOXELDER 7 9 X
9741 1021.62 BOXELDER 14 18 X
9742 1022.07 BOXELDER 9 X
9743 1022.43 BOXELDER 12 15 X
9744 1022.22 BOXELDER 9 X
9745 1023.34 BOXELDER 15 X
9746 1024.16 BOXELDER 9 X
9747 1024.92 BOXELDER 20 X
9748 1024.88 BOXELDER 13 14 17 X
9749 1024.84 BOXELDER 9 X
9750 1025.91 BOXELDER 10 X
9751 1026.38 BOXELDER 15 X
9752 1025.90 BOXELDER 9 X
9753 1026.67 BOXELDER 12 X
9754 1027.45 BOXELDER 15 X
9755 1026.84 BOXELDER 10 X
9756 1026.57 BOXELDER 8 X
9757 1027.68 BOXELDER 12 X
9758 1027.85 BOXELDER 8 X
9759 1030.56 BOXELDER 9 12 X
9760 1046.49 APPLE 12 X
9761 1048.01 BOXELDER 33 X
9762 1050.61 BOXELDER 8 10 11 20 X
9763 1020.80 ELM 10 X
9764 1018.68 ELM 8 X
9765 1018.83 COTTONWOOD 11 X
9766 1016.11 COTTONWOOD 6 X
9767 1015.69 COTTONWOOD 6 X
9768 1014.13 COTTONWOOD 7 X
9769 1016.79 COTTONWOOD 6 X
9770 1017.01 COTTONWOOD 8 X
9771 1017.25 COTTONWOOD 7 X
9772 1018.41 COTTONWOOD 6 X
9773 1018.28 COTTONWOOD 6 X
9774 1018.56 COTTONWOOD 12 X
9775 1015.89 COTTONWOOD 7 X
9776 1017.88 COTTONWOOD 6 X
9777 1022.05 COTTONWOOD 6 X
9778 1024.31 COTTONWOOD 8 X
9779 1027.48 COTTONWOOD 6 X
TAG NO.ELEV. TREE TYPE TREE SIZE SAVE REMOVE
9780 1038.80 COTTONWOOD 6 X
9781 1036.44 COTTONWOOD 7 X
9782 1013.42 COTTONWOOD 9 X
9783 1014.93 COTTONWOOD 6 X
9784 1014.80 COTTONWOOD 8 X
9785 1013.96 ELM 6 X
9786 1014.40 COTTONWOOD 10 X
9787 1012.25 COTTONWOOD 8 X
9788 1015.12 BOXELDER 6 X
9789 1016.10 BOXELDER 6 X
9790 1014.37 BOXELDER 6 X
9791 1012.94 BOXELDER 6 X
9792 1010.33 COTTONWOOD 8 X
9793 1010.89 COTTONWOOD 10 X
9794 1001.85 ASH 19 X
9795 1002.67 ASH 23 X
9796 1015.81 ASH 18 X
9797 1016.43 SPRUCE 6 X
9798 1016.88 ASH 21 X
9799 1012.91 ASH 17 X
9801 1011.86 APPLE 15 X
167 646
LANDSCAPE DETAILS, NOTES, AND SCHEDULES:
I
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b
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c
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f
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Da
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Be
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D
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H
a
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FINAL PHASE 1 LANDSCAPE PLAN
QUAN:ROOTSIZE (MIN.)
B&B
B&B
B&B
COMMON NAME
AUTUMN BLAZE MAPLE
NORTHERN RED OAK
COMMON HACKBERRY
ID
DECIDUOUS TREES
Quercus rubra
Acer X freemanii 'Jeffersred'
LATIN NAME
Celtis occidentalis
H
I
G
CONIFEROUS TREES
B&B
B&B
10' HGT.
8' HGT.
A
B
1
1
0
0
9
2
5.20
DECIDUOUS TREE PLANTING - SECTION
NOT TO SCALE
COMMENT
SPRING DUG
FULL FORMPicea glauca var. densataBLACK HILLS SPRUCE
8' HGT.C 5
FULL FORM
FULL FORMPinus nigraAUSTRIAN PINE B&B
2.5" CAL.
2.5" CAL.
2.5" CAL.
Landscape Notes:
1. Tree saucer mulch to be four inches (4") depth natural single-shred hardwood bark for trees outside of a plant bed. Install per tree planting detail.
2. Refer to civil plan sheets for grading, drainage, site dimensions, survey, tree removal, proposed utilities & erosion control.
3. All plant material shall comply with the latest edition of the American Standard for Nursery, American Association of Nurserymen. Unless noted otherwise, deciduous shrubs shall have at least 5
canes at the specified shrub height. Plant material shall be delivered as specified.
4. Plan takes precedence over plant schedule if discrepancies in quantities exist and all proposed plants shall be located and staked as shown.
5. Trees required for individual single family lots will be provided by the building contractor once the home has been built. Planting per City of Lakeville requirements.
6. Adjustment in location of proposed plant material may be needed in field. Should an adjustment be required, the client will provide field approval. Significant changes may require city review and
approval.
7. The project landscape contractor shall be held responsible for watering and properly handling all plant materials brought on the site both before and after installation. Schedule plant deliveries to
coincide with expected installation time within 36 hours. Plan to water trees no less than 1" per week by truck or at the trunk with Tree Gator bags, furnished and maintained by the landscape contractor
for 1 full growing season.
8. All plant materials shall be fertilized upon installation as specified.
9. If the landscape contractor is concerned or perceives any deficiencies in the plant selections, soil conditions, drainage or any other site condition that might negatively affect plant establishment,
survival or guarantee, they must bring these deficiences to the attention of the landscape architect & client prior to bid submission.
10. Contractor is responsible for ongoing maintenance of all newly installed material until time of owner acceptance. Any acts of vandalism or damage which may occur prior to owner acceptance shall
be the responsibility of the contractor. Contractor shall provide the owner with a maintenance program including, but not limited to, pruning, fertilization and disease/pest control.
11. The contractor shall guarantee newly planted material through one calendar year from the date of written owner acceptance. Plants that exhibit more than 10% die-back damage shall be replaced
at no additional cost to the owner. The contractor shall also provide adequate tree wrap and deer/rodent protection measures for the plantings during the warranty period.
12. The landscape contractor shall be responsible for obtaining any permits and coordinating inspections as required throughout the work process.
13. Plant size & species substitutions must be approved in writing prior to acceptance in the field.
14. Landscape Contractor is responsible for coordination with the General Contractor, to protect the new improvements on and off-site during landscape work activities. Report any damage to the
General Contractor immediately.
15. The landscape contractor shall contact Gopher State One Call no less than 48 hours before digging for field utility locations.
16. The landscape contractor shall be responsible for the removal of erosion control measures once vegetation has been established to the satisfaction of the municipal staff. This includes silt curtain
fencing and sediment logs placed in the landscape. Notify the Owner and General Contractor if erosion control needs to be adjusted based upon plant locations shown on this plan.
17. Trees planted on front-sides of houses shall be field located once the driveway locations are know for each dwelling. Keep newly planted trees no less than 10' from the side property line.
18. Stake trees on slopes of 4:1 or steeper with sub-surface Tomahawk root ball anchor system, per detail.
B&BSUGAR MAPLE Acer saccharumJ4 3" CAL.
B&BL2" CAL.
B&B
PRAIRIEFIRE CRABAPPLE Malus X 'Prairiefire'
M
2
2" CAL.
1
5.20
CONIFEROUS TREE PLANTING - SECTION
TOMAHAWK TREE STABILIZER STAKES.
MINIMUM (2) PER TREE.
SOD
ROOT BALL TO SIT ON MOUNDED
MULCH - 4" DEEP - SEE SPEC
PLANTING SOIL - SEE SPEC.
TOPSOIL
SUBGRADE
OTHERWISE. NO MULCH TO BE IN
CONIFER TO HAVE SHREDDEDHARDWOOD MULCH UNLESS NOTED
PLACE ROOT BALL SO THAT BASALFLARE IS 1" ABOVE SURROUNDING
CONTACT WITH TRUNK.
NOTE:
SUBGRADE, REMOVE BURLAP
DRAIN SYSTEM IS NECESSARY
4" DIAMETER AUGERED HOLE,
42" MIN. DEPTH. FILLED W/ 3/4" DIAMETER DRAIN ROCK. COVER
W/ 6" FILTER FABRIC.
FOR HEAVY CLAY SOILS.
FROM TOP 1/3 OF ROOT BALL
GRADE.
THE CONTRACTOR IS RESPONSIBLE FORENSURING THE TREES ARE IN A PLUMB
POSITION THROUGHOUT THE WARRANTY PERIOD.
SPRING SNOW CRABAPPLE Malux X 'Spring Snow'1
Picea glauca var. densataBLACK HILLS SPRUCE
POTRED GNOME DOGWOOD Cornus sericea 'Alleman's Compact'F 39 3' Hgt / #5
D 7 Abies concolorWHITE FIR 8' HGT.FULL FORMB&B
.
3
5.20
TYP. SHRUB PLANTING - SECTION
NOT TO SCALE
DECIDUOUS SHRUBS
BBEERRRREESS RRIIDDGGEE 11SSTT AADDDDIITTIIOONN –– FFIINNAALL PPLLAATT
AAPPRRIILL 2222,, 22001155
PPAAGGEE 22 OOFF 1133
BBEERRRREESS RRIIDDGGEE 11SSTT AADDDDIITTIIOONN –– FFIINNAALL PPLLAATT
AAPPRRIILL 2222,, 22001155
PPAAGGEE 33 OOFF 1133
BBEERRRREESS RRIIDDGGEE 11SSTT AADDDDIITTIIOONN –– FFIINNAALL PPLLAATT
AAPPRRIILL 2222,, 22001155
PPAAGGEE 44 OOFF 1133
BBEERRRREESS RRIIDDGGEE 11SSTT AADDDDIITTIIOONN –– FFIINNAALL PPLLAATT
AAPPRRIILL 2222,, 22001155
PPAAGGEE 55 OOFF 1133
BBEERRRREESS RRIIDDGGEE 11SSTT AADDDDIITTIIOONN –– FFIINNAALL PPLLAATT
AAPPRRIILL 2222,, 22001155
PPAAGGEE 66 OOFF 1133
BBEERRRREESS RRIIDDGGEE 11SSTT AADDDDIITTIIOONN –– FFIINNAALL PPLLAATT
AAPPRRIILL 2222,, 22001155
PPAAGGEE 77 OOFF 1133
BBEERRRREESS RRIIDDGGEE 11SSTT AADDDDIITTIIOONN –– FFIINNAALL PPLLAATT
AAPPRRIILL 2222,, 22001155
PPAAGGEE 88 OOFF 1133
BBEERRRREESS RRIIDDGGEE 11SSTT AADDDDIITTIIOONN –– FFIINNAALL PPLLAATT
AAPPRRIILL 2222,, 22001155
PPAAGGEE 99 OOFF 1133
BBEERRRREESS RRIIDDGGEE 11SSTT AADDDDIITTIIOONN –– FFIINNAALL PPLLAATT
AAPPRRIILL 2222,, 22001155
PPAAGGEE 1100 OOFF 1133
BBEERRRREESS RRIIDDGGEE 11SSTT AADDDDIITTIIOONN –– FFIINNAALL PPLLAATT
AAPPRRIILL 2222,, 22001155
PPAAGGEE 1111 OOFF 1133
BBEERRRREESS RRIIDDGGEE 11SSTT AADDDDIITTIIOONN –– FFIINNAALL PPLLAATT
AAPPRRIILL 2222,, 22001155
PPAAGGEE 1122 OOFF 1133
BBEERRRREESS RRIIDDGGEE 11SSTT AADDDDIITTIIOONN –– FFIINNAALL PPLLAATT
AAPPRRIILL 2222,, 22001155
PPAAGGEE 1133 OOFF 1133