ITEM 4.1 Wildflower Meadows 2ndTY 0
Ot C1 e F 0
MINNESOTA g
DEPARTMENT INFORMATION
Request for
City Council Action
son
ORIGINATING DEPARTMENT'
REQUESTOR:
MEETING DATE:
Planning
City Planner Licht
9 September 2013
PRESENTER(s),
REVIEWED BY.
ITEM #.,
-City Planner Licht
City Administrator Johnson
4.1—Wildflower Meadows 2nd
AGENDA ITEM DETAILS
RECOMMENDATION:
City staff recommends approval of the Wildflower Meadows 2'd Addition final plat and development
agreement.
ARE YOU SEEKING APPROVAL OF A CONTRACT? I IS A PUBLIC HEARING REQUIRED?
Yes. I Ido.
BACKGROUND/JUSTIFICATION:
Meridian Land Holdings LLC has submitted application for final plat approval of 28 single family lots to
be known as Wildflower Meadows 2nd Addition. Rottlund Homes Inc. had received preliminary plat and
planned unit development-conditiona I use permit (PUD -SCUP) approval for wildflower` Meadows on 13
March 2006.
Preliminary Plat Consistency. The proposed 2nd Addition final plat is generally consistent with
the design for this area of the development shown on the preliminary plat in that sanitary sewer
and water utilities were already installed as part of the extension of trunk utility pipes to serve
not only Wildflower Meadows, but the Gateway North Industrial Park south of 7 oth Street CSAH
37. The applicant has proposed changes to the area east of the proposed 2nd Addition to
eliminate the planned connection of 72'd Street to River Road (CSAH 42) by looping this street
back to the north to intersect Quigley Avenue.
The change to the subdivision design results in two additional lots and will minimize potential
cut -through traffic within the neighborhood between River Road (CSAH 42) and the planned
commercial development at TH 101/70th Street (CSAH 37) and also eliminate a cul-de-sac street
both of which are positive. There is adequate utility capacity to accommodate the two
additional lots and traffic generated by these two additional lots will not overburden the streets
within the subdivision or roadways accessing the neighborhood. The reconfiguration of the
subdivision design also meets all of the applicable lot requirements.
Zoning. The subject site is zoned, R-6 Residential Medium Density District, which allows single
family dwellings as a permitted use.
LotRequ|rements.Under the PUD -CUP approved with the preliminary plat, single family lots
within Wildflower Meadows are subject minimum requirements shown below. All of the
proposed lots illustrated onthe final plat and the revised subdivision design for the area of
Out|otBcomply with these requirements.
Min.
Lot Width
=
Setbacks
Front
Side
Rear
Bldg.
Garage
Corner Interior
Interior
CSAH 42
Landscaping. The preliminary p|at/PUD-CUPapproval for Wildflower Meadows included a
landscape plan toprovide for boulevard landscaping along the public streets aswell asbuffer
yard plantings required by Section 20'16-7.D of the Zoning Ordinance along the rear lines of lots
land 2,Block land Lots1'1O B|och7 The developer will berequired ioinstall this
landscaping as a condition of final plat approval for the proposed 2nd Addition.
. Wildflower Meadows has one existing access via 70'fi Street (CSAH 37). The
proposed 2'd Addition includes extension of existing Quigley Avenue north to the planned
inteooct|onvvith River Road (CSAH 42). The applicant will be required to install bypass and turn
lanes onCSAH42osmaybe required bvWright County. The preliminary plat approval for
Wildflower Meadows included payment of 50 percent of the Collector Street Access charge,
shown asfollows for the proposed 2n«Addition:
o $1,360/du x 50% x 28 lots = $19,040
Streets within Wildflower Meadows are designed with a8Ofoot dg and 2Bfoot street
section with concrete curb and gutter. A five foot wide concrete sidewalk will be constructed
along the west side ofQuigley Avenue. All street construct/on plans are subject to review and
approval of the City Engineer. The developer will be required to remove the temporary access
street that was installed through the City park parcel to provide for emergency access until
Quigley Avenue was connected toRiver Road (CSAH42).
"u
O�|�C���edas�ef��*�r�n��Circle east of Quigley Avenue. The final plat
2 ,u
�����d��db��b��|�pu�� v��pm��Addition.
Signs identifying the future extension of the street will also be required to be posted here as
well asmtthe intersection of Quigley Avenue and 74'h Street and Queens Avenue west of 75 th
^Gas Line Easement. There are existing high-pressure gas lines transecting the property that
were to have been platted as outlots and retained by the Homeowners Association under the
original approvals. The developer and City staff have discussed that the east -west corridors be
deeded to the City, which would allow for possible trail corridors from River Road (CSAH 42) to
the Park parcel and to the commercial area at TH 101 and 7 01h Street (CSAH 37). The gas line
ea t corridors shouldb | tted as outlots separate from O t|otsAandBanddeededto
the City with the 2 d Addition. The gas line corridor going from River Road (CSAH4Z)tothe
south plat line should be incorporated within the adjacent lots as it would not serve e purpose
asapublic corridor.
m
Park and Trail Dedication. The preliminary plat for Wildflower Meadows included dedication of
6.38 acres to the City for development of neighborhood park. This dedication partially
satisfied the park and trail dedication requirements applicable to Wildflower Meadows and Wild
Flower Meadows South with the balance to be met as a cash fee in lieu of land equal to 41.7
percent of the City's current cash fee in effect at the time of final plat approval. The calculation
of park and trail dedication fees in lieu of land applicable to the proposed final plat is shown
o $2,635/du x 41.7% x 28 lots = $30,766.26
The developer has proposed that they would undertake preliminary grading of the City park
parcel for credits against the park dedication fee |nlieu of land, which is allowed by Section 21-
7'18oftheSubd)visionOrdinanceattheCbv'sd|scret|on. The scope ofthe grading work and
estimated costs has not been determined but can beevaluated and credited |fapproved.
Grad/Mg and Drainage Plans. The developer has submitted grading and drainage plans for the
proposed 2nd Addition that also includes revised plans for the area east ofQuigley Avenue within
Outlot B where the subdivision design is being altered to provide a loop street. All grading and
drainage plans are subject to review and approval by the City Engineer.
`u
�|(�.The ���r��bm�d�U�p�ns�r�pm��Addition that also
includes revised plans for the area east ofQuigley Avenue where the subdivision design is being
altered to provide a loop street. As noted above there is existing trunk sewer and water lines
with lateral connections within the Quigley Avenue right-of-way installed with the initial
Wildflower Meadows final plat and serving Gateway North. All utility plans are subject to
review and approval by the City Engineer. The developer is required to pay Utility Availability
Charges at the time of final plat approval of:
Water Availability Charge: $1,,550/REC x 28 lots = $43,400
o Sewer Availability Charge: $2,135/REC x 28 lot =$S9J8D
�Easements. The final plat illustrates drainage and utility easements at the perimeter of each
single family lot. The easements along the rear lines ofLots land 2,Block lmust berevised to
beaminimum ZOfeet wide for the required bufferyandplantings. All easements are subject to
review and approval ofthe City Engineer.
Street Lighting. Section 8-8-4ofthe City Code specifies installation ofstreet lighting fornew
subdivisions. Type I lighting will be required to be installed at the corners of intersecting local
streets and aType || light 7nstaUedatthesubdivisionaccesstoRiverRoad([3AH4Z)b«the
developer with payment ofthe street light openationfeeaspartofthedeveiVpmentagreement.
Development Agreement, The City Attorney has drafted adevelopment agreement related to
it establishment of required securities and payment of applicable fees. The
Development Agreement is to be adopted by resolution of the City Council concurrent with the
final plat approval and executed prior to recording of the final plat.
SUPPORTING DOCUMENTS: DATTACHED ci NONE
A. Site Location
B. Engineering Review dated September 5,. 2013
C. Findings of Fact and Decision
D. Resolution 2013-48 approving the Development Agreement
E. Development Agreement
F. Landscape Plan
G. Final Plat
H. Construction Plans
POSSIBLE MOTION
Please word motion as you would like it to appear in the minutes.
Motion to approve the Wildflower Meadows 2'd Addition final plat subject to the conditions as outlined
in the Findings of Fact and Decision and adopt Resolution 2013-48 approving a Development
Agreement.
BUDGET INFORMATION
FUNDING: BUDGETED: ❑ YES
NA
ACTION TAKEN
o APPROVED AS REQUESTED DENIED o TABLED ri OTHER (List changes)
COMMENTS-
ii
lu
LQ
Review No. 1
ENGINEERING REVIEW
'� Halanson Residential Subdivision
Anderson for the City of Otsego
Assoc., Inc.
Hakansan Anderson Associates, Inc.
Submitted to: Honorable Mayor and City Council
cc: Lori Johnson, Administrator
Tami Loff, City Clerk
Dan Licht, City Planner
Andy MacArthur, City Attorney
Rick Murray, Meridian Land Company
Paul Thomas, P.E., Pioneer Engineering
Reviewed by: Ronald J. Wagner, P.E.
Brent M. Larson, P.E.
Date: September 5, 2013
Proposed nd
Development: Wildflower Meadows 2 Addition
Street Location A portion of the S '/ of S26, T1 2 1, R23. 82.12 Acres
of Property: southwest of CSAH 42, east of Hwy 101 and north of CSAH
37.
Applicant: Meridian Land Company
3600 American Blvd, Suite 750
Bloomington, MN 55431
Developer: Meridian Land Company
Owners of Record: Meridian Land Holdings, LLC
Purpose: Wildflower Meadows 2n6 is a proposed 36± acre, 28 lot
single-family residential development within the 82± acres of
Wildflower Meadows development in the City of Otsego,
Wright County, Minnesota. The proposed development will
be served with municipal water, sanitary sewer, storm sewer,
and public streets typical of an urban setting.
Jurisdictional Agencies: City of Otsego, Wright County, Minnesota Department of
(but not limited to Health, Minnesota Department of Natural Resources,
Minnesota Pollution Control Agency, Wright Soil and Water
Conservation District.
Permits Required: NPDES, Minnesota Department of Health (water), and
(bu#not limited to) Minnesota Pollution Control Agency (sanitary sewer)
TABLE OF CONTENTS
INFORMATION AVA I L1 B L E
FINAL PLAT
CONSTRUCTION PLANS
OVER SHEET
UTILITY REMOVALS
UTILITY CONSTRUCTION
STREET CONSTRUCTION
TURN LANE/BY-PASS LANE FOR CSAH 42
DETAILS
GRADING PLANS
STORM SEWER AND INLET SPREAD CALCULATIONS
HYDROLOGY
OTHER CONSIDERATIONS
SUMMARY AND/OR RECOMMENDATION
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INFORMATION AVAILABLE
Final Plat for Wildflower Meadows 2"' Additioji, 8/23/13 submittal., by Pioneer Enghleering
Construction Plans for Wildflower Meadows 2" Addition, 8/22/13 revision, by Pioneer
Engineering
Grading Plans for Wildflower Meadows 2"d Addition, 8/22/13 revision, by Pioneer Engineering
Wildflower Meadows
Construction Plans for Wildflower Meadows, 4/10/07 revision, by Pioneer Enginccring
Final Grading Plans for Wildflowcr Meadows, 4/10/07 revision, by Pioneer Engineering
Storm Sewer Design for Wildflower Meadows, 4/10/07 revision, by Pioneer Engineering
Inlet Spread Calculations for Pinnacle Crossing, 1/17/06 revision, by Pioneer Engineering
Hydrology Report for Pinnacle Crossing, 10/30/06 revision, by Pioneer Engineering
Existing Conditions of Phinacle Crossing, 1/13/06 revision, by Pioneer Engineering
Preliminary Plat of Pinnacle Crossing, 1/13/06 revision, by Pioneer Engineering
Preliminary Utility Plan for Pix iacle Crossing, 1/13/06 revision, by Pioneer Engineering
Preliminary Grading, Draiiiage & Erosion Control Plan for intra le Crossing, 1/13/06 revision,
by Pioneer Engineering
Phase I Environmental Site Assessment, 2/4/04 revision, by Braun Intertec Corp.
Geotechnical Report for Pinnacle Crossing, 1/29/04 revision, by Braun Intertee Corp.
Wetland Delineation Report for Pimiacle Crossing, 11/6/03 revision, by Pioneer Engineering
City of Otsego Engineering Manual
Trunk Stornawater Facilities StUdy for Portions of Lefebvre Watershed, March 1999
City of Otsego Zoniiig and Subdivision Ordinances, October 14, 2002
National Wetland Inventory Map, 1991
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FINAL PLAT
I Label the street names. 72nd Street NE shall be 72nd Circle NE east of Quigley
Avenue NE.
2. All utilities, curb and gutter, and pavement shall be constructed to the edge of the
platted boundary for 72nd Circle NE (labeled 72nd Street in the plans). Therefore
Outlot C shall be dedicated right-of-way.
3. See Construction Plans -Utility Plans comment #3. If the watery ain is extended
beyond the gas main lines at this time it shall be covered by a utility easement.
4. A temporary cul-de-sac is required at the north end of Quigley Avenue NE. This
cul-de-sac shall be covered by an easement.
CONSTRUCTION PLANS
COVER SHEET
'1. Provide a contact phone number for the developer.
2. The plans shall be signed by a registered professional engineer (all sheets).
UTILITY REMOVALS (SHEET
The sheet name doesn't match the cover sheet index. We suggest labeling this
Existing Utility Removals as it is confusing if this sheet is depicting existing or
proposed sewer and water lines.
2. The hydrant at the corner of Lot 4, Block 4 should be salvaged and reinstalled at
that location.
3. The water service curb stops for Lot 11 Blk 5, and Lots 4-5, Elly 6 may need
adjusting after the temporary cul-de-sac is removed.
UTILITY CONSTRUCTION (SHEET 31
1. 72nd Street NE shall be 72nd Circle NE.
2. A gate valve is required on the east leg of the new connection at Quigley Avenue
and 72 d Circle.
3. At a minimum the watermain along 72 d Circle at a minimum shall be extended to
the east plat line. Because crossing the gas main will most likely require
boring/jacking under the utility we suggest. that this is done now to avoid having
to removing and replacing the road for a boring/jacking pit in the future.
4. Install the salvaged hydrant along 72nd Circle.
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5. A new casting (Neenah R-3061 DDDR) will be needed for Existing C 185.
STREET CONSTRUCTION (SHEETS 4-51
Show the existing storm sewer in the plans and profile and label each structure.
Verify all rim elevations have a 2" sump from the flow line of the gutter (i.e. the
rim elevation shall be approximately 0.59' below the adjacent centerline
elevation) and will work with the proposed centerline grades and elevations.
2. A temporary cul-de-sac is required at the north end of Queens Avenue NE.
3. 72 d Circle NE shall be constructed to the east plat line. A profile will be required.
4. All the Type III Barricade signs shall also include a "Street Will Be Extended" sign
as well. This sign plate will be provide by the City.
5. The notes in the plan and profile "See Sheet #" are incorrect. Please revise.
TURN LANEIBY-PASS LANE FOR CSAH 42 (SHEET 6)
The turn lane/by-pass lane is subject to county approval. Traffic control along
C.S.A.H. 42 will also need to be approved by the county.
DETAILS (SHEETS 7-81
New laws require all new developments to install locking cluster mailboxes or
cluster box units (Cl3U). Indicate on the plans the location of the proposed CBUs
as well as a detail model number of the unit. This shall be the developer's
responsibility. The mailbox keys shall be provided to the City to distribute as
certificates of occupancy are issued. The location and model of CBU is subject
to approval of the Postmaster.
2. Sheet 8, identify which typical section is to be used for 72nd Circle, 75th Street,
and Quigley Street. Consider eliminating the old typical sections for street
already installed with Wildflower Vt Addition to avoid confusion.
GRADING, DRAINAGE, AND EROSION CONTROL PLANS
Please show construction limits. It is unclear what was graded with the 1st
Addition and what is to be graded with 2nd Addition.
2. Show the temporary cul-de-sac at the north end of Quigley/Queens Avenue.
3. No silt fence or other erosion/sediment control measures are depicted in the
plans.
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STORM SEWER AND INLET SPREAD CALCULATIONS
All storm sewer design and calculations were submitted and accepted as part of
the original Wildflower Meadows submittal.
HYDROLOGY REPORT
1. The hydrology report submitted as part of the original Wildflower Meadows
submittal included the 2nd Addition and found acceptable.
OTHER CONSIDERATIONS
1 A Development Plan (see attached check list for required information) and a
separate tabulation of the lot, block, house type, garage elevation, low opening
elevation, and low floor elevation are needed.
2. A SWPP Plan is required.
3. Fencing or landscaping is required across the underground gas easements
where they intersect public streets to discourage snowmobile use along these
easements.
SUMMARY AND/OR RECOMMENDATION
We recommend approval contingent upon the above comments being addressed.
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FINDINGS OF FACT AND DECISION
5 September 2013
APPLICANT: Meridian Land Holdings LLC
APPLICATION: Request for approval of a Final Plat for 28 single family lots to be known as
Wildflower Meadows 2nd Addition.
CITY COUNCIL MEETING: 9 September 2013
FINDINGS: Based upon review of the application and evidence received, the City Council of the
City of Otsego now makes the following findings of fact:
A. The legal description of the property is Outlots E, G and Outlot H. Wildflower Meadows, City
of Otsego, Wright County, State of Minnesota.
B. The subject site is guided by the Comprehensive Plan for low/medium density residential
land uses within the East Sewer District.
C. The subject site is zoned R-6, Medium Density Residential District.
D, The City Council approved a preliminary plat and PUD -CUP for the subject site on 13 March
2006.
E. The applicant is proposing a final plat of 28 single family lots to be known as Wildflower
Meadows 2nd Addition.
F, The Request for Council Action dated 9 September 2013 prepared by the City Planner, The
Planning Company LLC, is incorporated herein.
G. The Engineering Review dated September 5, 2013 prepared by the City Engineer, Hal anson
Anderson Inc., is incorporated herein.
H. Final plat applications are processed in accordance with Section 21-3-3 of the Subdivision
Ordinance and do not require a recommendation by the Planning Commission.
DECISION: Based on the foregoing information and applicable ordinances, the application is
hereby APPROVED subject tothe following conditions:
1 The applicant shall execute a development agreement as drafted by the City Attorney and
subject to approval of the City Council.
2. All of the lots within Wildflower Meadows 2 nd Addition shall comply with the following
minimum lot requirements:
1
Lot Width
setbacks
Frwit
Side
Rear
Bldg,
Garage
Corner
Interior
Interior
CSAH 42
5 5 ft.
25ft.
30ft.
25ft,
7ft.
3 Oft.
65ft.
3. The final plat is revised to dedicate Outlot C as public right-of-way.
4. The applicant shall install trees along the boulevards of the public streets and the buffer yard
plantings along the rear lines of Lots land 2, Block 1 and Lots 1-1 0, Block 2 in accordance
with the Final Landscape Plan dated January 17, 2007 as approved with the preliminary plat
and PUD -CUP.
5. The proposed access to CSAH 42 shall be subject to review and approval by Wright County,
6. Signs identifying future extension of public streets shall be installed at 72nd Circle, 74th Street
and Queens Avenue.
7. The applicant shall satisfy park and trail dedication requirements as a cash fee in lieu of land
of $30,766,26 less any credits for improvements to the City park parcel approved by City
staff.
8. The final plat shall be revised to plat the east -west gas line easement as separate outlots to
be deeded to the City.
9. All grading, drainage and erosion control plans are subject to review and approval by the City
Engineer.
10. The applicant shall pay applicable utility availability charges upon approval of the final plat
and all utility plans are subject to review and approval of the City Engineer,
11. Drainage and utility easements along the rear lines of Lots 1 and 2, Block 1 must be revised
to be a minimum 20 feet wide for the required bUfferyard plantings and all easements are
subject to review and approval of the City Engineer.
12, Street lighting shall be installed within the final plat in accordance with Section 6-8-4 of the
City Code with payment of charges as established in accordance with the City Fee Schedule,
subject to review and approval of the City Engineer.
MOTION BY:
SECOND BY:
ALL IN FAVOR:
THOSE OPPOSED:
2
Attest:
ADOPTED by the City Council of the City of Otsego this Stn day of September, 2013.
Tari Luff, City Clerk
CITY OF OTSEGO
BY'
Jessica L. Stockarnp, Mayor
CITY OF OTSEGO
COUNTY OF WRIGHT
STATE OF MINNESOTA
RESOLUTION NO, 2013-48
I
RESOLUTION APPROVING DEVELOPERS AGREEMENJ -
WILDFLOWER MEADOWS SECOND ADDITION
WHEREAS, Meridian Land Holdings, LLC is seeking approval of a Pleat known
as WILDFLOWER MEADOWS SECOND ADDITION; and
WHEREAS, the approved Plat requires construction of public improven-ients and
payinent of City costs and fees; and
WHEREAS, those obligations are contained in the attached Developers
Agreement; and
WHEREAS, the Developers Agreement also sets forth the security required to
assure satisfactory con strLICti011 of public improvements and establishes the
various reniedies. available to the City in the event that Developer breaches the
terms and conditions of the Agreement.
NOW, THEREFORE BE IT RESOLVED by the City Council of the City of
Otsego, Wright County, Minnesota as follows;
1. The attached Developers Agreenient between the City of Otsego and
Meridian Land Holdings, LLC is hereby approved.
2. The Mayor and City Clerk are hereby authorized to execute the Developers
Agreement on behalf of the City of Otsego.
ADOPTED this 9th day of September, 2013 by the City Council of Otsego.
MOTION TO ADOPT the Resolution by Council Member
and seconded by Council Member
IN FAVOR:
OPPOSED4
CITY OF OTSEGO
Jessica Stockamp, Mayor
Tami Loff, City Clerk
DEVELOPMENTAGREEMENT
WILDFLOWER MEADOWS SECOND ADDITION
AGREEMENT entered into this day of Septeniber, 2013 between the City of
Otsego ("City"), a municipal corporation organized under the laws of the State of
Minnesota, and Meridian Land Holdings, LLC, a Delaware Limited Liability Company
("Developer").
1. Request for Plat Approval. The Developer has requested that the City
approve a plat entitled WILDFLOWER MEADOWS SECOND ADDITION
(referred to in this Agreement as "the Plat" ) and legally described as follows:
Outlots E, G and H, WILDFLOWER MEADOWS, according to the Plat on file and of
record at the Office of the County Recorder, Wright County, Minnesota.
The plat contains sixteen (28) single family residential lots and three (3utlots. The plat is
located within the City's East Sewer District, is zoned R-6, Medium Density Residential
District as approved by Ordinance adopted by the City Council on October 11, 1999. The
Preliminary Plat and PUD -CUP for WILDFLOWER MEADOWS was approved by the
City Council on March 13, 2006.
2. Conditions of Plat Approval. The City hereby approves the plat on
condition that the Developer enter into this Agreement, furnish the security required by it,
and record the Plat with the Wright County Recorder or Registrar of titles within one
hundred (100) days after the City Council approves the final plat. The Developer shall
cooperate with the City in recording the Plat and all required additional deeds and
documents and providing assurance that the Plat and all required documents have been
I
properly and timely recorded. Any restrictive covenants for the Plat shall be submitted to
the City Attorney for approval and shall be recorded prior to sale of any lots within the 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, storm sewers,
water lines, streets, utilities, public or private iinprovements, or any buildings or structures
until all the following conditions have been satisfied: 1) this Agreement has been fully
executed by both parties and filed with the City Clerk, and all conditions contained in the
Agreement have been met, 2) the necessary security has been received by the City, 3) the
Plat and this Agreement have been recorded with the Wright County Recorder's Office, 4)
The Developer has initiated and attended a pre -construction meeting with the City Engineer,
and 5) the Zoning Administrator has issued a letter that all conditions have been satisfied
and that the Developer inay proceed; or ufttil such time as approval to commence earlier
construction is specifically approved by the City, and Developer has fiffly complied with all
conditions set forth by City staff.
4. Sanitary Sewer Set ice Allocation. The allocation of sanitary sewer selwice
to the 28 lots within the Plat does not occur until all required securit), has been posted.
5. Changes in Official Controls. WILDFLOWER MEADOWS SECOND
ADDITION is a plat ed and staged development within the meaning of Miim. Stat.
462.358, Subd. 3c, and no amendment to the City's Comprehensive Plan or other Official
Controls shall apply to or affect the use, development density, lot size, lot layout, or platting
requirements for future phases of WILDFLOWER NMADOWS SECOND ADDITION for
a period of five (5) years. Thereafter, notwithstanding anything in this Agreement to the
contrary, to the Rill extent permitted by State law, the City may require comPliance with any
amendinents to the City's Comprehensive Plan, other Official Controls enacted after the
date of this Agreement, This provision does not apply to regulations or Official Controls
related to park and trail dedication or any fee established by the City chargeable to the
Developer for municipal costs arising froin said future phases.
6. Development Plans. The Plat shall be developed in accordance with the
plans on file at the office of the City Clerk and the conditions stated below. If the plans vary
from the written terms of this Agreement, the written ternis shall control, The plans are:
Plan A Final Plat, WILDFLOWER MEADOWS SECOND ADDITION,
dated , 2013 prepared by Pioneer Engineering.
Plan B Grading, Drainage, and Erosion Control Plan prepared by Pioneer
Engineering and as finally approved by the City Engineer.
Plan C Construction Plans for WILDFLOWER NMADOWS SECOND
ADDITION, prepared by Pioneer Engineering and as finally approved
by the City Engineer.
Plan D Specifications for WILDFLOWER MEADOWS SECOND
ADDITION, prepared by Pioneer Engineering and as finally approved
by the City Engineer.
Plan E Final Landscape Plan for WILDFLOWER MEADOWS, prepared by
Pioneer Engineering dated January l'7, 2007.
7. Improvements. The Developer shall install and/or pay for the following:
A. Streets
B. Street lights
C. Site grading and ponding
D. Underground installation of all utilities
E. Sanitary sewer lines
F. Water lines
G. Storm water management improvements
H. Setting of lot and block monuments
I. Construction surveying and staking
J. Traffic control signs
Improvements shall be installed in accordance with City standards, the City
Code, and the above -referenced plans that have been furnished to the City and approved by
the City Engineer. The Developer shall obtain all necessary permits before proceeding with
construction. The City shall provide adequate field inspection personnel to assure
acceptable qualit ), control, which will allow certification of the construction work. The City
may, when reasonably required to do so, and at the Developer's expense, have one (1) or
more City inspectors and a qualified engineer inspect the work. Within thirty (3 0) days
after the completion of the it and before all retained security is released, the
Developer shall supply the City with a complete set of reproducible "as constructed" and an
electronic file of the "as constructed" plans in AutoCAD.DWG file or a DXF file, all
prepared in accordance with City standards. Before the security for the completion of
utilities is fully released, iron monuments shall be installed in accordance with Minnesota
Statutes 505.02. The Developer's surveyor shall submit a written notice to the City
certifying that the monuments are installed following site grading, utility and street
constrLICtiOn.
8. Coiiti,,actois/Stibcoiiti-actoi-s. City Council members, City employees, and
City Planning Commission members, and corporations, partnerships and other entities in
which such individuals have greater than a. twenty five percent (2 5 %) 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 7 above.
9. Permits. The Developer shall obtain or require its contractors and
subcontractors to obtain all necessary permits, which may include, but are not linitted to:
A. Wright County for County Road access and or in County right of
way.
B. NMOT for State Highway Access
C. MNDOT for work in right of way
D. Mhuiesota Depattinent of Health for waterinains
E. MPGA NPDES Permit for constrLIC6011 activity
F. MPCA for sanital-y sewer and hazardous material reinoval. and
disposal
G. DNR for dewatering
H. City of Otsego for building pennits
I. City of Otsego for sanitary sewer connections
J. City of Otsego for retaining walls
10. DeNvatering. Due to the variable nature of groundwater levels and
storm -water flows, it will be the Developer's and the Developer's contractors and
subcontractors responsibility to satisfy theniselves 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 be strictly followed.
11. Time of Perforniance. The Developer shall install all listed improvements
by October 1, 2014. The Developer may request an extension of time from the City to be
submitted in writing to the City Clerk, for which said extension shall be conditioned upon
updating the security posted by Developer to reflect cost increases and the extended
completion date. Final wear course placement outside of the above time frame must have
the written approval of the City Engineer. The City may impose additional conditions on the
extension necessary to ensure performance.
12. Right of Entry. The Developer hereby grants to the City, its agents,
employees, officers and contractors an irrevocable right of entry to enter the Plat to perform
any and all work and inspections necessary or deemed appropriate by the City during the
installation of improvements by Developer or the City, or to make any necessary corrective
actions necessary by the City. Except in emergency situations, as defined by the City, the
City shall give the developer fifteen (15) business days notice stating the deficiencies and
necessary corrections prior to in-eciking any corrective action. Said right of entry shall
continue until the City finally accepts the improvements and any applicable warranty period
has expired.
13. Erosion Control. Prior to initiating site grading, and before any utility
construction is commenced or ffirther building permits are issued, the erosion control plan,
Plan B. shall be implemented by the Developer and inspected and approved by the City. If
the City Engineer determines that it would be unreasonable to require Rill implementation.
of the erosion control plan prior to utility construction or issuance of certain building
permits, lie shall state in writing what construction can take place and what particular
building permits can be issued prior to fell implementation. The City may impose
additional erosion control requirements if, in the opinion of the City Engineer, they would
be beneficial. All areas disturbed by the excavation and backfilling operations shall be
reseeded forthwith after the completion of the work in that area. If the Developer does not
comply with the erosion control plan and schedule or any supplemental -Y instructions, the
City may, with reasonable notice., take action as it deems appropriate.
14. Grading Plan. Plat grading shall be in accordance with the approved
grading plan, Plan B. The plan shall conform to City specifications and the City Code.
Ponds, swales, and ditches shall be constructed on public easements or land owned by the
City. Within thirty (30) days after completion of grading and before any retained security is
fully released, the Developer shall provide the City with an "as built" grading plan including
certification by a registered land surveyor or qualified engineer that all ponds, swales, and
ditches have been constructed on public easements or land owned by the City. "As built"
plans shall include field verified elevations of the following:
A. Cross sections of ponds
B. Location and elevations of swales an ditches
C. Lot corners and house pads
Occupancy permits shall not be issued by the Building Official until the
grading and drainage plan is certified as set foilh. above.
15. Clean Up. The Developer shall promptly clean any and all in and debris
from streets and construction sites in accotdance with the City Code resulting from
construction work by the Developer, its agents or assigns.
16. Ownership of Improvements, Upon acceptance by the Cit)r Council of the
work and construction required by this Agreement, it lying within public
easements and public right-of-way shall become City property without further notice or
action.
17. Streets. The Developer agrees to maintain the streets in the Plat until the
base course bituminous surfacing has been accepted by the City. Should the City be
required to grade the street prior to paving, the cost of such grading shall be paid by the
Developer and drawn from the Developer's letter of credit. Should snow plowing be
necessary prior to street paving, the Developer shall be responsible for such plowing as may
be required by the Streets Super -visor. If, upon the Developer's request, the City agrees to
plow the street prior to acceptance, such work will be done upon agreement that the
Developer will hold harmless and indelmify the City from any and all liability claims
related to such work and pay all costs associated with that work. Any plowing undellaken
by the City will constitute no acceptance or evidence of acceptance of the street(s) in
question. Upon final completion of streets and acceptance by the City as a City street rather
than a private drive, the Developer shall guarantee to the City for a period of two (2) years
that the streets have been constructed to City standards. The warranty period shall not
commence until such time as street construction is completed and the streets are accepted as
City streets by the City. The two (2) year warranty set forth above conunences upon the date
on which the City accepts the streets by resolution.
t 8. Sewage Treatment. No occupancy permit for any building within the plat
will be 'Issued by the City unless the Building Official has inspected both the sewer and
water connections to the building and has certified that they have been constructed
satisfactorily in accordance with City specifications and the City Code.
19. Administrative Fee. A fee for City Administration of this project shall be
paid prior to the City executing the plat and this Agreement. Said fee shall be one percent
I% of the estimated construction costs of the improvements within the plat, or
alternatively a minimum fee. The administrative fee for this Plat is the ininfinum fee of
$1,500.00 and is contained within the escrow and fees established in Paragraph 28 of this
Agreement. This fee is immediately available to the City upon establislunent of the escrow.
20. Sewed' Availability Charges. Current fees for the provision of sanitai-y
sewer (SAC) are as follows: 28 REC units at $ 2,135.00 per unit or $59,780-00, Sanitai-Y
sewer fees shall be paid at the time that the final plat is approved. III the event that building
permits are issued after the City has increased the SAC fee, the applicable alliount due per
unit shall be the fee per REC unit in place at the time of application for a building permit.
21. Seivei- Connection Chai-ges. Current fees for connection to Sanitary Sewer
services are as follows: 28 ITEC units at $6,405.00 per unit or $ 179,340.00. Sanitary sewer
comiection charges are payable at the time of issuance of a building permit. In the event that
building permits ate issued after the City has increased this fee, the applicable amount due
per unit shall be the fee per REC unit in place at the thue of application for a building
permit.
22. Water Availability Charges. Current fees for the provision of water service
(WAC) are as follows: 28 units at $ 1,550.00 per unit or $43,400.00. Water fees shall be
paid at the time that the final plat is approved. In the event that building permits are issued
are issued after the City has increased the WAC fee, the applicable amount due per unit
shall be the fee per REC unit in place at the time of application for a building permit.
23. Water Connection Fees. Current fees for connection to Water Services are
as follows: 28 units at $1,550.00 per unit or $43,400.00. Water connection charges are
payable at the time of issuance of a building permit. In the event that building permits are
issued after the City has increased the connection charges, the applicable amount. due per
unit shall be the fee per REC unit in place at the time of application for a building permit.
24. Park and Trail Dedication. The Park and Trail fee is $2,635.00 per lot
times 41.7% (includes credit for previously dedicated park land) or $30,766.26. This
amount is due and payable at the time of Final Plat approval. Developer has proposed a
credit for grading of the Park parcel, Outlot F, WILDFLOVV-ER MEOWS against the
Park and Trail fees listed above. Reduction in Park and Trail fees for approved grading
work may be allowed at the sole discretion of the City and upon approval by City staff.
25. Street and Ttaffic Control Signs. Before the City signs the final plat, the
Developer shall pay to the City $ 2,730.00 for installation of traffic control signs (stop
signs, street signs, dead-end signs). The said amount was calculated as follows: thirteen (13)
signs at $ 245.00 per sign. Using these ffinds, the City shall purchase and install the street
and traffic control signs,
26. Street Light Construction. The Developer shall pay for the operation and
maintenance of the street lights for a period of two (2) years. In order to facilitate payment
of payment for operation and maintenance of street lights, the Developer shall submit cri fee
to be included within the escrow and fees established in Paragraph 28 of this Agreement
and is calculated as follows four (4) lights x $ 2,000.00 per light for a total payment of $
8,000.00. The operation and maintenance of the street lights by the City shall not con-anence
until such time as the Plat is accepted by the City and is formally recorded. Street lighting
shall conform to adopted City Code.
27. Transpoilation Infrastructure Cost. Preliminary Plat approval for
WILDFLOVVER MEADOWS requires payment of 50% Street Access fees calculated as
follows; 26 lots at 50% of $1,360.00 per lot fee or $19,040.00. This amount is due and
payable at the time of Final Plat approval.
28. City Engineeflng Administration and Construction Obsetvation, Legal
Fees Escrow and City Fees, The Developer shall pay a fee for consulting engineering
administration following approval of the Plat. City engineering administration will include
consultation with Developer and its engineer on status or problems regarding the prQiect,
monitoring during the warranty period, general administration and processing of requests
for reduction in security. Fees for this set -vice shall be the actual amount billed for those
services estimated to be three percent (3%) of the estimated construction cost of the
improvements to be inspected, assuming normal CODstruction and project scheduling. The
Developer shall pay for construction observation performed by the City Engineer.
Construction observation shall include patt or full time observation, as detennined by the
City Engineer, of proposed street, sanitary sewer, water and storm drainage construction
and will be billed on hourly rates actually required for said inspection estimated to be five
percent (5%) of the estimated construction cost of the improvements to be inspected. In the
event of prolonged constrtiction or unusual problems, the City will notify the Developer of
anticipated cost overrUns for engineering administration and observation services.
The escrow and fee account shall also include estimated fees for Legal
expenses actually ineurred, City Administrative Fee (a flat fee due upon execution of this
Agreement), Tr -un k Water and Sewer Access Fees (a flat fee due upon execution of this
Agreement), Traiisportation In&RStrLICtUre Costs (a flat fee due upon execution of this
Agreement), Park and Trail Dedication Fees (a flat fee due upon execution of this
Agreement), Street Light Maintenance and Operation Fee (a flat fee due upon execution of
this Agreement) and shall be established as follows:
ESCROW AND FEES
City Consttuction Administration and Utilit)f
and Street Inspection Fees (estimated 8% of $ 296,000.00) $233680.00
Legal Fees (estimated, actual billings to be paid) $ 3,317.40
City Administrative (flat minimum fee) $ L500.00
Sewer Availability Charge (28 lots x $2,13 5 per lot) $ 59,780.00
Water Availability Charge (28 lots x $1,550 per lot) $ 43A0.00
Storm Water Management Cost NA
Transportation Infrastmeture Cost (26 lots x $680 per lot) $ 193040.00
Park&Trail Dedication Fee (28 lots x 1,098.80 per lot) $ 303766.26
Street light maintenance and operation $ 8,000.00
Street & traffic control sighs $3,1 .00
TOTAL $1925213,66
This escrow amount shall be submitted to the City prior to the City executing the Plat and
this Agreement. All administrative and legal fees related to plan review, drafting of this
Agreement and any other necessai-y items shall be paid to the City prior to execution of the
Plat and this Agreement, Any amounts for legal and engineering not utilized from this
escrow fund shall be returned to the Developer when all improvements have been
completed, all financial obligations to the City satisfied, and the required "as constructed"
plans have been received by the City.
All other amounts listed as flat fees are non -re fund able and available its for City
use when posted.
29. Secutsity. To ensure compliance with the terms of this Agreement, and
construction of all public improvements, the Developer shall furnish the City with a cash
escrow or other "security" in the amount of $ 414,675.00 said atuount. calculated as follows:
83000.00
Site Grading, Erosion Control & Wetland Protection $ M000.00
Sanitary Sewer- Lateral & Trunk $ 2,500.00
Watermain- Lateral & Tr -un k $ 15,000.00
St mi Sewer- Lateral $ 53000.00
Streets $ 235,000.00
4F
Engineering and Surveying Construction Set -vices 163740.00
Street Lights
Landscaping 30,750.00
TOTAL $ 3319740.00
TOTAL SECURITY REQUIRE,D (S 331,740 x 125%) $ 414,675,00
The issuer and form of the security (other than cash escrow) shall be subject to City
approval. The security shall be issued by a banking institution in good standing as
determined by the City and approved by the City Administrator. The City shall have the
ability to draw on the security at a bank or branch bank located within fift (50) miles of the
City Hall. The security shall be for a term ending June 1, 2014 and shall contain all
automatic renewal provision. The City may draw down the security for any violation of the
Netts of this Agreement, or upon receiving notice of the pending expiration of the security.
9
It shall be the responsibility of the Developer to inform the City at least thirty (30) days
prior to expiration of the security of the impending expiration and the status of the prcject
relative to the security and this Agreement. If, for whatever reason, the security lapses prior
to complete compliance with this Agreement (other than during ally warranty period), the
Developer shall immediately provide the City with either an extension of the security or an
irrevocable letter of credit of the sai-ne amount upoin notification of the expiration. If the
required improvements are not completed at least thirty (3 0) days prior to the expiration of
the security, the City may also draw down the security. If the security is drawn down the
proceeds shall be used to cure any 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 see-arity may be reduced
froin time. to time down to $ 66,275.00 the amount of warranty security. A warranty security
in the amount of $ 66,275.00 shall be posted with the City as set forth in paragraph 33 of
this Agreement.
Notwithstanding the posting of that warranty security, the security shall not be reduced
below ten percent (10%) of the posted security until all improvements have been completed,
all financial obligations to the City satisfied (which includes posting of warranty security),
and the required "as built" plans have been received by the City. The intent of this
Agreement is that the City shall have access to sufficient security, either security or
warranty security, to complete the project and insure warranty on all public improvements at
all times.
This security amount shall be submitted to the City prior to execution of the Plat and this
Agreement, All administrative and legal fees related to plan review, drafting of this
Agreement and any other necessary iteins. shall be paid to the City prior to execution of the
plat and this Agreement.
The security for this Agreement shall be cash or Irrevocable Standby Letter of Credit in the
amount of $ 414,675.00. Cash, if utilized, shall be deposited with the Citi,- and released to
make payments to contractors, consultants, City cotisultants as they are billed. The City will
not release the security or any poi ion of the security until a copy of any billing due and
owing has been submitted to and approved by the City and the City Engineer, subject to
retention of retainage as set forth above and the appropriate amount for warranty of public
improvements.
30. Landscaping. The Developer shall install plantings in accordance with the
Final Landscape Plan for WILDFLOWER MEADOWS dated January 7, 2007 and
prepared by Pioneer Engineering, including at least two (2) trees upon each lot within the
Plat of a species approved by the Zoning Administrator. These plantings may not be
installed in a public right of Avay. Security shall be posted by Developer to insure required
landscaping is completed in the amount of $30,750.00 as set forth in Paragraph 29 of this
Agreement. Any security posted for this agreement or pri I or additions may be used to cure
any defects in the event that the Developer, it assigns or successors fail to install
10
landscaping according to this Agreement. additionally, landscaping security to insure
compliance with the approved Landscape Plan shall be 1,000 per lot to posted with the
City at the tinie of application for a buildingpermit on each lot. Any trees which can cause
public nuisance or public hazard, such as bug infestation or weak bark, are specifically
prohibited.
The Developer, Builders or Property Owners (applicant for building permit
in the residential lot area shall sod all front yards within the buildable portion of each lot
and shall post any security required by the City to assure landscaping or other items in
compliance with the City Code. The Developer, Builder or Property Owner shall provide
not fess than six inches of topsoil in regUir d front yards or side yards abutting public
rights-of-way. Where slopes lie in excess of ten 1 percent, sodding (staked) shall be
required. weather permitting, the trees, grass seed and sod shall be platted before
Certificates of Occupancy ate issued. All grass seed shall be maintained so that turf i
established within one f year of planting.
If landscaping as required by the City Code and this Agreement is not timely
completed, the City may enter the lot or lots, perform the work, and apply any Posted
security toward the cost. The Developer, it assigns or successors, uil ler or Propefty Owner
will provide will provide all trees, grass, seed and sod within the Plat and shall maintaill
said plantings and warrant them to remain dive, of good quality and disease free for hvelve
(12)months after planting, Any replaceine t shall be warranted for twelve 12 months
ftom the time of planting.
31. Sl niil ant Trees,, There are no significant trees within the Flat. The
Developer is not required to replace any significant trees.
32. Meters. Meters shall be provided as per City policy.
33. rvatoranty. The Developer warrants all work, required to be performed by it
against pear material and faulty, vorlmi uship for a period l of on 1 year after its
completion and acceptance by the City. The amount of posted warranty security for public
improvements to be posted by the Developer shall be in the amount of $ 66,2 .00. The
amount, has been determined by the City Nigineer, and is rased upon the costs of the raw
materials and labor which would be necessary to eoffect the most common deficiencies in
such public improvements.
34. Claims. The Developer shall pay any subcontractor within ten 10 days of
the Developer's receipt of payment by the City for undisputed services
provided by the subcontractor. In the event that the City receives
claims from labor, materialmen, or others that perforin rin wor required
by this Agreement, and the sums due thein have not been paid, and the
laborers, i aterialinen or others are seeking payment froin the City, the
Developer hereby authorizes the City to commence an interpleader
11
action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the
District Courts, to draw upon the letters of credit in an amount up to
one hundred twenty -dive percent (125%) of the claim(s) and deposit
the funds in compliance with the Rule, and upon such deposit, the
Developer shall rclease, discharge, and dismiss the City from any
further proceedings as it pertains to the letters of credit deposited with
the District Court, except that the Court shall retain jurisdiction to
determine attorney fiees, pursuant to this Agreement. In the event that
the Developer desires to make a cash deposit instead of drawing down
the letter of credit if a claim is inadc as stated above, they shall
immediately notify the City of this intent at the time the claim is made
and shall delivery one hundred W-enty-five percent (125%) of the
claim to the City within ten (10) days of such notice in the form. of
cash or certified check.
35. Restrictions. The following restrictions apply to the property and all lots
thereon shall be held, sold, and conveyed subject to the following conditions and
resttictions, which are for the purpose of protecting the value and desirability of the
plat and insuring that all conditions imposed by the City in this Agreement are
property recorded against the property. Said conditions shall run with the real
property and be binding on all parties having a right, title or interest in the plat or ally
part thereof, their heirs, executors, representatives, successors and assigns: None.
36. Responsibility for Costs.
A. Except as otherwise specified herein, the Developer shall pay all costs
incurred by them or the City in conjunction with the development of
the Plat., including, but not Hinited to, legal, planning, engineering, and
inspection nspection expenses incutTed in connection with development of said
Plat, the preparation of this Agreement, 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 and employees
harmless from claims made by itself and third parties for damages
sustained or costs incurred resulting from Plat development. The
Developer shall indenmify the City and its officers and employees for
all costs, dainages or expenses which the City may pay or incur in
consequence of such claims, including attorney's fees.
C. The Developer shall reimburse the City for costs incurred in the
enforcement of this Agreement, including engineering fees, attorney's
fees, and costs and disbursements.
12
D. The Developer shall pay in Rill all bills submitted to it by the City for
obligations incurred under this Agreement within thirty (3 0) days after
receipt. If the bills are not paid on time, the City may halt all plat
development work and construction, including but not limited to the
issuance of building permits for lots which the Developers may or 111ay
not have sold, until all bills are paid in ftill. Claims not paid within
thirty (30) days shall accrue interest at the rate of twelve percent (12%)
per year.
37. Ivelopei-'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 City may then draw down the security established in Paragraph 17 to pay for any work
undertaken, provided the Developer is first given notice of the work in default, not less than
seven (7) days in advance. This notice provision does not apply if the work performed by
the City or its contractors is of an emergency nature, as determined at the sole discretion of
the city. Should such emergency work be required the City will inake all reasonable efforts
to notify the Developer as soon as possible. When the City does any such work, the City
may, in addition to its other remedies, assess the cost in whole or in pail pursuant to any
applicable statutes or ordinances.
38. Miscellaneous.
A. The Developer represents to the City that the plat complies with all
City, County, State, and Federal laws and regulations, including but
not limited to, Subdivision Ordinances, Zoning Ordinances, and
environinental regulations except where specifically excluded by this
agreenient. If the City determines that the Plat does not comply, the
City may, at its option, reffise to allow constrUCtion or development
work in the plat until the Developer does comply. Upon the City's
demand, the Developer shall cease work until there is compliance.
B Third parties shall have no recourse against the City under this
Agreement.
C. Breach of any of the terms of this Agreement by the Developer shall
be grounds for denial or revocation of building permits.
D. If any portion, section, subsection, sentence, clause, paragraph or
phrase of this Agreement is for any reason held invalid, such decision
shall not affect the validity of the remaining portion of this Agreement.
E. If building perinits are issued by the City prior to the completion and
acceptance of public improvements, the Developer shall assume all
liability for the costs resulting in any delay in completion of public
13
improvements and damage to any public improvements caused by the
City, the Developer, its contractors, subcontractors, inert erialmen,
employees, agents, or third parties. No one may occupy a building for
which a building pernait is issued on either a temporal -Y or perinatient
basis until the streets needed for access have been paved with a
bituminous surface, unless a specific exception is approved by the
city.
F. The action or inaction of the City shall not COnStitUte a waiver or
amendment to the provisions of this Agreement. 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 Agreement shall not be a
waiver or release.
G. This Agreement shall run With the land, shall be recorded against the
title to the property and all properties therein established by the Plat,
and shall be binding on all patties having any right, title or interests in
this phase of the plat or any part thereof, their heirs, successors, and
assigns. After the Developer has completed the work required of thein
under this Agreement as set foilli in Section 8, at the Developer's
request, the City will execute and deliver to the Developers a release
or partial releases of this Agreement.
H. The Developer shall take out and maintain until one (1) year after the
City has accepted the public improvements, public liability and
property damage insurance covering personal injury, including death,
and any claims for property damage which may arise out of tile
Developer's work or the work of their subcontractors or by one
directly or indirectly employed by any of them. Limits for bodily
injury and death shall not be less than $500,000.00 for one person and
$ 1 ,o 0 0 , 0 0 0.00 for each occurrence; limits for property damage sh a it be
not less than $200,000.00 for each occurrence. The City shall be
named as an additional named insured on said policy, and the
Developer shall file a copy of the insurance coverage with the City
prior to the City issuing further building permits.
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 ever -y right,
power and remedy herein set forth or othetivise so existing may be
exercised from time to time as often and in such order as inay be
deemed expedient by the City and shall not be a waiver of the right to
exercise at any tinie thereafter any other right, power or remedy.
14
J. The Developer shall pay for all local costs related to drainage
improvements required to complete the construction according to the
plans and conditions that are a part of this Agreement.
K. Should development of the plat proceed at a pace slower than
anticipated, and for that reason, specific terms of this agreement
become onerous or unduly burdensome to the Developers, upon
his 'lice application., the City will enter into negotiations regarding
those specific terms and shall not unreasonably withliold consent to
appropriate changes in the terins of this Agreement.
L. The Developer shall demonstrate and maintain compliance with the
1991 Wetland Conservation Act.
M. The Developer shall be responsible for all on site drainage as well as
for any affects that their actions may have on adjoining properties.
Specifically, the Developer shall maintain existing drainage tiles on
site, and shall be responsible for any and all drainage problems related
to either the site drainage tiles or problems with on-site drainage
facilities to be constructed in accordance with this agreement and plat
approval.
39. Previous Developerl's Agreement. Upon execution of this Agreement,
Developer shall be released from the terms and conditions of that Developer's Agreement
for WILDFLOW-ER MEADOWS related to the portion of WILDFLOW-ER MEADOWS
being platted as WILDFLOVV-ER MEADOWS SECOND ADDITION.
40. Notices. Required notices to the Developer shall be in writing, and
shall be either hand delivered to the Developer, their employees or
agents, or mailed to the Developer by registered mail at the following
address: Meridian Land Holdings, LLC, 3600 American Boulevard,
Suite 750, Bloomington, NW 55431 Attention: Rick Muff ay. Notice
to the City shall be in writing and shall be either hand delivered to the
Cit
,y Clerk at the following address: City of Otsego, City Hall, 13400
9 0"' Street NE,Otsego, MN 55330, Attenti on: Citi C I erk
CITY OF OTSEGO
Jessica Stockarnp, Mayor
15
MOW
ob-N-W
Tami Loff, City Clerk
DEVELOPER
MERIDIAN LAND HOLDINGS, LLC
Its:
STATE OF MINNESOTA
SS.
COUNTY OF WRIGHT
The foregoing instrtiment. was acknowledged before me this day of
2013, by Jessica Stockamp, Mayor and by Tami Lo 'f, City Clerk,
of the City Otsego, a Minnesota municipal corporation, on behalf of the City and pursuant
to the authority of the Cit�y Council,
STATE OF MINNE S OTA
ss.
COUNTY OF
NotaiT Public
The foregoing instrument was acknowledged before me this day of
2013, by the
1, of Meridian Land Holdings, LLC a Delaware limited liability
company, with. authority and on behalf of the company.
Ir
DRAFTED
I ACAR TH LAW OFFICE, LLC
3 601 Thurston Avenue North
Suite 103
Anoka, MN 55303
(763) 231-5850
17
Notary Public
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WILDFLOWER MEADOWS 2ND ADDITION
I
POEeierin
SHEET I OF 3 SHEETS
OTSEGO, MINNESOTA
KNOW ALL MEN BY THESE PRESENTS: That Meridion Land HoWngs. LLC, a Delawore limited liability company, fee ci-e.ne--, of
the follow' -ng described property situated In the county of Wright, state or I.Cnriesoto, to wit:
This plot of VrILDFLOV-ER K1EAC3()'.75 21`4D ADDITION -e.,u5 approved and accepted by the City Council of the City of Otsego,
Minnesota at a regular meeting thereof he!d this — day of 20 and is in complionce with
Outlets E. G. and H, VALDFLUAF-R KlEACOWS, according to the recorded plots thereof. Vr'rj9hL County, Wrinesoto.
the provisions of Minnesota Stotutes, Section 505.03, Subdivision 2,
Has caused the same to be surveyed and plotted os WILDFLOWER MEACIOWS 2ND AODITION and does hereby donate orad
ded',cote to the public for public use forever the public mays and the eosernents os 15h oAn on this prat for di-c'encyc and
Clerk
utility purposes only.
Mayor
In witness vhereof surd Meridian Land Hold;nqs, LLC, a Delaoare limited licibiNty company, hos caused these presents to be
signed by its proper officer this — day of 20 .
WRIGHT COUNTY SURVEYOR
I herby certify that in accordance toi.th Mlnne5at4a Stotutes, Section 505.021, Sljbd. 11. th;5 pfot has been revie-wed and
Meridian Land Holdings. LLC,
approved this — day of 20
as
%7right County Surveyor
WRIGHT COUNTY HIGHWAY ENGINEER
STATE OF MINNESOTA
COUNTY OF
this plot was reviewed and recornmended for approval this — doy of 20
The foregoing instrument was acloqao-eOedyed before me this -- day Of 20 . by
cs of Meridian Land Holdings, LLC, a De!ci.%ore lirnited liability company, on
beholf of said company.
Wright County ngneer
WRIGHT COUNTY AUDITOR
Pursuant to P.Gnne-,3cito Stntues. Section 272,12, there ore no cferinquent loxes on the land hereinbefore described on this plat
Notary Public, County. Minnesota
and transfer entered this clay of 20
My Commission Exp3res
y
SURVEYOR'S CCRTIFICATEVorriqht
Cc)vnty Auditor Deputy
1, Peter J. HnLFMnson, do hereby certify that this prat was prepared by me or under my cl'rect supervision; that I orn 0 di -11Y
Licensed Land Surveyor in the Stote of Nf'Pnnesotc; that this p!at is a correct representation of the boundary survey, that all
WRIGHT COUNTY TREASURER
mother-noticol data and labelsare correctly designated on this plot; thol all monuments depicted on the plat have been, Cir
vol be correr-Ily set tiYithin one yeor; that all water boundaries olid vwet lands. cis defined In Minnesota Statutes, Section
Flursi-joint to Minnesota SLatues, Section 505021, Subd. 9, taxes payable for the year 20 on the loud hereinbefore
505.01. Subcj. 3, as of the date of this certificate are shc.-o,n and tabled on this picit, and oil public way-. are 51-ici.--in and
described have been plaid this — day of 20
labeled on th;s plat.
Doted this _ dcy of 20
By -
Wright CojnLy Auditor Deputy
Peter J- Hai%,.kinson. Registered Lund Surveyor
Minnesota License No. 42299
VMIGHT COUNTY RECORDER
STATE OF MINNESOTA
I hereby certify that this instrunient was filed in the office of the County Recorder for record an this day of
COUNTY OF
20-- . at o'clock m. and was duly recorded in Cobinet No.
The foregoing Surveyor's Certificate by Peter J. Ho-.%kinsun. Minnesota License 0o. 422139, wos ockno%0-ledged before me this
Sleeve as Document Ho.
day of 20
1'1'right County Recorder
Notary Public, County, Minnesota
My Commission Expires
I
POEeierin
SHEET I OF 3 SHEETS
WILDFLOWER MEADOWS 2ND ADDITION
= ALL MEN ���PRESENTS, ��ridion. Land Ho!dings, LLC. ~�a,-�-urelimited =* company, fee ~0,nc-r,cif
the foH.voing°escribe^ ,~,~*"°~°" in the County ofWright, State ^Minnes~^ to ~~
=tlo^E. G, en" ". "�"=OVZR "s°=°S. accord -ng to the recQrded plots thereof, =o° County, "in~~~lto-
"os~~~ed=~sa~ to b4�t 5u~=dand plotted c.°10==="LAID=°2ND ADDITION ~° does hereby :donate und
^ed:cc`~ to the public for public use far~v41-' the public ~~on~ the ~o$emen" os 5h~n on this *~' for ^~~~~ and
.`".', ,.`..~~ only.
In .itn~~~ .^~~' scid "~id^on Land "^dli'ngs. "C, . =~~re limited .obil.° ~.~,-on" has ~~sed `he~ ~~~~° to be
_539ned by its proper officer this __ doy of 20
Meridieri Land Ho!dirigs. LLC,
STATE OF "=°csor
couN`` OF
. The �ao"ng `~=.` .~~ ockno~.edged "~fore me this __day of . 20 . by
~~ of "~"= == "ol^ =^ �C, ~ De.a.~~ ^~^ed .`^=,co.~on" an
behalf of sc-.d r-ornpany-
"ot~~,ubtic,=oo.° Minnesota
","ommi5s= ~�ipi~s
su".E,oR's oc=nnoATE
.. Pe". J. °~=`~on. ~~ ^~ela,~'"* that this plot ~os "~,~.d by~~ or under ~y^°~` ~,~°sio.. that . ~. ~ ^^,
"ce.sed °~^ "~~= in the State of °^~~som that this plot is ~ ~~re~' representation of the boundary 5u~ r th^ Ql'
~.`^~~~"~al data and .~"..~ are =~.~`., d~.ig..`~" on this ~^~`' Lha` ~" ~~~.~~~`~ ".~..`"^ on the ,..` have been, or
= � ��~��`.."` �. == =` � ~~`�����~~ �` �" ���� in "_�� �°�=" =~°~
==01. =~^. ^. as ~' the ^~`~ of this ~~'`."~~`. are ~^... and .~°^.° on this ,..`. ~." ~.. public Yi~, .'. ~^... .."
.^°.^ on this*~`
Dated this - day of 20.
Pett^"o-.%^`~~Registered Lound=.ve,Qr
"^.es.= License No. ",~"
STATE or m/wmcsom
oouwn OF
The m'"°�.0 ".'`.=/~ C~""'=`~ by ~^^~' ^ "~~~in~"~' "-~~~~`^ "^~~~~ °~ ~""""' ~~~ ~~^~~^'~dg~^ ^^'~~ ~~ this
~, ~___________—_
oroEGo. u.°"cson"
This ,." of °"=FL"Vr'E° ""^00= 21`40 ADDITION ..~ ~=~~d on" ~=. 'ed by the City Council of the Ci`,~' Otsego.
"in.~~°.`~~"ol~meeting thereof held this ___ day ^ .20is ` complionce .=
the ,rovisi�~ ..,"^~~~`".~°°"s..tio~°D5°" =^=°5lo^ =
.".~'^
vpmHr COUNTY SURVEYOR
. °.'", ~=", `^~` in ..~~^~.~~ with "`.~..`~ °`^.`~~. "~~".. 505.021. =^^. .`. `^'~ ,.~` "~~ been '~^~.e^ and
~pp~~^ thi5 ___ doy of __. =___
Wright =~°,"~~yiD'
nnmmr COUNTY HIGHWAY cwoINEcn
this plot vas rc-v.eviedend recorn~ended for approvol this _day .' .=_
Wright County =q-ri~~'
WRIGHT COUNTY AUDITOR
Pu.~~.` to "=~~"".tu...Section 27=12. ~~. ~= no delinquent °~. on °..~d hereinbefore "e5cri"ed on thm,°'
and trans.fer entered this - - day of P 20
w^`"�~*^�"~ ""
° Dep. -Pty
.monr COUNTY TREASURER
Pu~.on` °"^~~~`.S°°~" "~tion 5=.021. Sub~. 9, taxes payQb-e for the year 20 on the land "~.in~~~~
described hove been ,'^ this __— da,.' .,0__
Wright. County ^�"� _ °,=,^,
WRIGHT COm"rrnroonosR
. hereby ci�'`lfythat Lhi~instrument ~o�filed " the office ~ the County Recorder for record ~ this day of
. 20_.cit _.pclock_M. and was duly recorded in Ciub,="o.���_.
Sleeve __...0ocu~en`°.
Y.'right County Recorder
PIONEERengineeiing
WILDFLOWER MEADOWS
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2ND ADDITION
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SECTION 26. TWP_ 121, RGE. 23
LOCATION MAP
3 5
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p 5
IOU 50 0
OR ENTATLEYA OF THIS SEAR SYSTEU 15 HASED U4 WEST
100 THF
Al
N3 6
1:
6m=����
LINE Or OUT -LOT E. WLDFLG'-%EfZ VEA00i`6, V -4:C -H IS ASSUIVED
TO HAVE A SEAR -NO OF SOUTH W16'.38' WEST.
7 L: E S E E 9
SCALE IN FEEt
NO MONUVEPIT SYNPBOL SHW-N AT AHY STATUTE-REOURED-
LOCATIO!1, 049CATES A PLAT VC&LIVEW THAT WLIL BE SET
A' V.H'CH SHALL EF IN PLACE WTH"I ONE YEAR OF THE
f ILI 1 0,�%FILING
x
Z'
-D
OF TJ -,E: PLAT, SAID MONUVENTS SHALL BE 1/2 NICH X
14 IN -CH IRON MUiUVENTS MARKED BY LICENSE NVPOER
42299-
cp
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7
"q
DEKOTES CAST IRON MONUVENT
DENOTES FOUNO 112- MON fdVU1%JEl`1T MARKE0 BY
4
sp
111
LICENSE NUIL'FER 23595 UNLESS OTHERMSE NOTED.
el,SET
z
0 DENOTES 112 INCH BY 14 INCH I -ROU F.PE MONIUME14T
ANO VARIKED BY LICENSE NO- 42299. OR W -LL BE
SET LN ACCORDANGE LATH US 505021, SUED. 10.
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SHEET 2 OF 3 SHEETS
o?
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.55
3 4,4 3ri
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WILDFLOWER MEADOWS 2ND ADDITION
INSET
7 2.9`7
05WNAG-r- AND 0 7 57 2B
1EASELIENT
1'48"1 13
430.23,— 65-1
DRAINAGE AND UTLITY
EASEtdENTS ARE SHOWN THUS:
—t L-5
HEING 5 FEET IN ViliDTH. AND ADJOINING SIDE
LOT LINES UNLESS OTHERVOSE INDCATED, AND
10 FEET IN %V -DTH AND ADJOWNG. RIGHT OF WAY
AND REAR LOT LINES UNLESS OTHERVISE
SIAOWN ON THIS PLAT.
50 25 0 50
SCALE IN FEET
„a 10-76_54
,A56 .10fa 19
CSS E N TAT C -N OF THP S 6 E AR! ', G 5Y5 TE W 15 8 AS ED 0T1 tH E VrL 5 f
ui,;E OF OUTLOT E. WtOFLO-.hER VEADQ45. WVI;C" 13 A551-0JED
TO HAVE A BEAR -,.'G OF SOUTH 01'16'38' V.EST.
1.0 K!U-'U'-tEl4T S4VBOL SHOeN AT ANY S1'ATUTE—REOUPCD—
LOCAT1011, END:CATES A PLAT MONUVEPtT THAT WLL BE SET
A`;E] Y--I:CH SHA -LL 8F- IN PLACE wTKn 0,.,E YEAR OF TeE
FlIING OF THE PLAT. SA+ 0 VONU%t=14TS SHALL BE 112 INCH X
14 V,CH IRON VONVVENTS PARKED BY LICENSE NUVBER
42299.
OE140TES FOUND 1/2' VZON PONUVENT PA. KE0 BY
LICENSE NUVeER 20575 UNLESS OT14ERMSE NOTED.
QI DENOTES 11Z INCH BY 14 INC -H RQ`J P -FE KIONUXJE14T
SET ANO VAJZ%ED BY UCENS§7 NO. 42299, OR WLL BE
SET 24 ACCORDANCE WIN P.4S 5C)5.021. SUBO. tO-
INC)
A
3
PN gin eeting Aw—w—
LAN-9 PL.+ -,D S LA-li-9 %:473 ,tom -CM-L-1 I
SHEET 3 OF 3 SHEETS
WILDFLOWER
SCALE IN FEET
MEADOWS
ARBA <::,VFTrH
ADDITION
PIONEERengineering
E.4
WARNI lG1.
UNDERGRCRJND UT]UTIES
CALL BEFORE D:GG!t%G
R
51120 Mendom Heights Offlez
W1 D OWER M ADOWS
OTSEGO, MINNESOTA
STREET CONSTRUCTION PLANS
I
100 �00 4&3
GRAPIUC SCALE 111 FEET
LOCA T70j'4 iWAP
UOT TO SCALE
72PID ST
S
70TF1 -§TFeEET L2 tiW
—1 F-
SECTIaN 26, TOVeNSHIP 121,
RANGE 23
WRIGHT COUNrr. MINNESOTA.
SHEE-T-INDEX
1. COVER SHEET
2. UTILITY REMOVALS
WOLEY AVEMIJE KF- A 57r-�r W
3. UTILITY CONSTRUCTION
CWA-FY AW"JE FZr— & 72NO Sr= W
4. STREET CONSTRUCTION
AVENVE M & 751H STMET 1%Z
5. STREET CONSTRUCTION
MCLEY AVEKLE hF-
6. TURN LANE/BY-PASS LANE FOR CSAH 42
7. DETAILS
8. DETAILS
GR -1. 2ND ADD. GRADING PLAN
APPROVED FOR CONSTRUCTION
BY.
Ronald J. Wagri&G RE, City Engineer, Vty of Otsego
DATE.,
Prior to ony excavation the contractor shall verify the
locatTon of all underground utdities.
BENCHMARK (HCVD 29) Call 4E3 Hours before digging;
NCS STA*flOjN 86088 GOPHER STATE ONE CALL
ELEVATICN — 872.41 TwIn City Area (651) 454-0002
NGS STA-nON 8608E Mn. Toll Free 1-800-252-1166
ELEVATION = 860.81
GENERAU-NQ31a-(SINGLE --FAQ .1l( -Y}__
1.) SANITARY SEWER SERVICES SHALL BE 4" PVC SOR 26-
2.) SANITARY SEWER SERVICE WYES ARE STATIONED
FROM DOWN STREAM MANHOLES.
3.) WATER SERVICES SHALL BE 11" COPPER TYPE
"KF' W/ 7.5' K41NIMUNI COVER.
4.) SANTARP SEiVER INVERTS ARE SHOWN AT THE
CURB STOP AND AT THE RISER PIPE.
5.) SANITARY SEWER & WATER SERVICES SHALL BE
CONSTRUCTED 10' BEYOND THE RIGHT OF WAY_
6.) SANITARY SEWER CLVANOUTS AND CURS STOPS
SHALL GE PLACED 10' OEYOND THE RIGHT OF
WAY. (SEE DETAIL)
K -A
SERVICE REMOVAL NOTE.
COMPLETELY REFAD%t INSTALLED WATFR AIID
SM41TARY $4MMCES TO MAIN. SHUT OFF WA SERVICE
CORP. & CAP SANITARY SERVICE ME.
REMOVE EX. SERVICE
(SEE NOTE)
PRO\ADE CURB STOP
COVER FOR LOT 118
(SFE DETAIL) C9 S&W-0+74
S& =0+0°4 INV=8138--)
T IINV=887.8 CS�898.-)
69 S&W=I-i-34 S&W�2+64 CS =897.8
-2 INV�88�3-C INV�-885 I 'INV=886.6
.2 CS=895'.1 3
8 u
4
NO
11 BEN[)
P GL EAVENUE IINE
ZP54-0
I PV AN, S
e-4
n
STA. 7+50 (141-11'
19
HYDRANT W/ G.V.
8-x 6" TFF
13'- 6" DIP, CL. 52
GNO. FI-- 897-2
S&W=l 4-36 S&W-1+10
INV=889.1 INV=888.5
GS=8919.1 CS= 898.5
2 8--22 k13END
S&W-1 +65
2 1Nv==:8H8.9
CS= 898.'9
8'
4-
N
Aj-v,
S&W;==0-I.70 8 x 6" TEE
9'-6' DIP, CL. 52
INV=888.2
CS= B98. 2 GND. Et., 897.3
X11" '
& 1316-
X
rPLUG ENO
F 1EMPORARY HYDRANT
vlG. V.
G D
I
- EL. 899.2
210
S&Vl= 1 + 37
INV�889.2
CS= 8'99.2
�)re- vv
a
'� a- PLUG
CROSS PLUG
EN D
GRAPHIC SCALE nT FLKr
GIV. 2 4 S&VI=0+56 MH STA. 30+00 1 �91, S TA. 10 95
A 1 8" 5 15 4
STA. 27+7 m I & Rox (D (o INV=888.5
NOTE: S&W;=-0-1-53 S&W�1+27 S&W=0+89 S&W=1+55 S&W=2+22 S&W-2+89 S&W==3+40 CIS 898.5
2
's -2� 1 N V� 878-1 27 IN =888.0
9 !3. 6 INV=882.6 INV=E INV=BB5-4 INV=887.0
CS =888.1 Ir4v=B79.6 -
WATER SERVICES FOR LOTS 1-5, 8L.K. 2 9 6 CS=892.6 CS=894.1 CS -895.4 GS= 897.0 El F. H CH hl AR K (N GVD-- 29
NGS
AND LOTS 1913-200 SHALL BE LOWERED ELESTA110N 85080VATION = 872-41
2' UNDER THE STORM SEWER AND
INSULATED VvITH 4- X 4' X 8' RIGID STA. 24+-90j'hl-H"\ rN -IH--� STA, 28+00
NGS STATION 860-31
POLYSTYRENE INSULA110N. ELLVATION � 860-81
I LEY AVENUE E 72ND STREET N El
,5+ .a._....
............ -------
.........
......... .......... ......... ...... ...............
..................
26.
-RE-896.45 R 5 BLD'
L ......
.......... ...... ......
.......... 4 4
--------- - ................ ........... 900
................... .......... .........
900 .......... ........ -------- L 4 ........ -----------
------------ ........ ------ ........
.......... . ... .....
.... ........ . ......... ................
........... : ......... .......... ....... ........ .............
......... ........
................... ... ....... .......... ....... ---------- ----------- .... - -------------
...... EX(STlNG:GR0)JND::'-::*: ............ ....... ..
. ..... ------------- 895
•
---------------------•.......... .........
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41
895 RE
•+a+ ?pe.k A �k ir ..... ..... .........
....... .........•.... .... .. .................. ...... -::'COVER -::: .... ..
........ ...... ......... ......
-57: 5MA: -C-RO-S-SiNG ...... ......... .........
....................
................
..... ........
.. .......
A::
........ .............. ROSS]
--------------------
. .......... . ........... ----------- 90
................. ... .. .......
. ............ . .... .. ....... .
........... ---- ---- -
................................. ............... ------
.............
......... .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ja4% - - -
.......... .......
. . . •. . •. . •. . . . 4�- ------------------------- ..... ...
...... ......... -------
- ------------- ................. -------•.•..,..t--.........
............... ------- 885
885
------------- ------
Liu .......• �-Z 87 PVC 'SDR�435:
7'�
................. .... ..
...........
DE .... ... .........
� ...........
............
---- ---------
......... ---------
LJLJ -: . ... •.....
........... ............. ......
880 . ..... .....
.. •......... .... ..... ........ .. ------
------- ........... ------ --
----------------- ......
.... ......... . .......
. .........
... CNSTRUjCT'f4-59 -
ST&l: .......
• y
VER� T4 C AU :IJ R 0 P: 'CO.*,
875
•
•
.......... ........ ......
875 .... ....liiC ------- . .......... 'LIJ ...... ..............
... ... ......... ......... ......... ......... . •............... : - -
:4-
- - - - - - - - - - - - - - -rz C3
. . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . .
- - - - - - - - - - - - - - - : - : : : -. : : . --C;
. . . . . . . . . . . . . . .aG
: ' ' : ' : : : : : - , . N : . : - r - .
- . . : : : . : . - . - . . . . . . . . . . . . . .
j= -Ck:: Ld L -kJ F: 4-,J I . . . . . . . .
. . . . . . . . . . . . .• . . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
mw 'LA m tb -11� . . . . . . . . .
• to (Iry V3 It ; '. : : . . - -
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4 ...... FIE Fi- AZ:3.: ......
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im .132 P4 9� ou to co:
........ CK) CO' ....... ou 03
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. . . . . . . . . . -- - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . .
PISNEERengineering
I b=V ccoify e--1 Lt!s r -m -w" p%V--ml b) Uhca &Wwl MERIDIAN LAND COMPA.NY )NqLDFLOWER MEADOWS 2ND ADD.
24 WATERMATN & SERVICE 2 O'F'
rsw
IN 55 12L) &Iendola Heights Office, -cmm4 Ptvfw4w-A 1. CbQrt.-- r��!Ee! Pic 36rA Al%fFR [CAN FILVD. OT5F00. M SOTA
-Gs L -9u 9 0,j Lk Reg. N -',L. arm] I!^- I REMOVAL PLAN -RL00ML4GT0N.,%ltNNF.Sl0TA 55431
Lai" a)olxvIL eftha suet Ml= a --'4u.
REMOVE EX. HYDRANT
6m DIP & WW TEE
HYDRANT W/ G.V.
8'x 6" TEE
REMOVE EX, SERVICE 8'-G- DIP, CL. 52
b --E D
(SEE NOTE)
D
C -ND. EL. 890.6
L
%
S&Vl--0+52
r
S&W=l +1 Sic' 5 �Aj 4
\9.4
INV=878-0
IN�V� 879. 9
19.
CS= 888.0
GS= = B B3 GS==89 '9 2
494
3
411
REMOVE EX. SERVICE
(SEE NOTE)
PRO\ADE CURB STOP
COVER FOR LOT 118
(SFE DETAIL) C9 S&W-0+74
S& =0+0°4 INV=8138--)
T IINV=887.8 CS�898.-)
69 S&W=I-i-34 S&W�2+64 CS =897.8
-2 INV�88�3-C INV�-885 I 'INV=886.6
.2 CS=895'.1 3
8 u
4
NO
11 BEN[)
P GL EAVENUE IINE
ZP54-0
I PV AN, S
e-4
n
STA. 7+50 (141-11'
19
HYDRANT W/ G.V.
8-x 6" TFF
13'- 6" DIP, CL. 52
GNO. FI-- 897-2
S&W=l 4-36 S&W-1+10
INV=889.1 INV=888.5
GS=8919.1 CS= 898.5
2 8--22 k13END
S&W-1 +65
2 1Nv==:8H8.9
CS= 898.'9
8'
4-
N
Aj-v,
S&W;==0-I.70 8 x 6" TEE
9'-6' DIP, CL. 52
INV=888.2
CS= B98. 2 GND. Et., 897.3
X11" '
& 1316-
X
rPLUG ENO
F 1EMPORARY HYDRANT
vlG. V.
G D
I
- EL. 899.2
210
S&Vl= 1 + 37
INV�889.2
CS= 8'99.2
�)re- vv
a
'� a- PLUG
CROSS PLUG
EN D
GRAPHIC SCALE nT FLKr
GIV. 2 4 S&VI=0+56 MH STA. 30+00 1 �91, S TA. 10 95
A 1 8" 5 15 4
STA. 27+7 m I & Rox (D (o INV=888.5
NOTE: S&W;=-0-1-53 S&W�1+27 S&W=0+89 S&W=1+55 S&W=2+22 S&W-2+89 S&W==3+40 CIS 898.5
2
's -2� 1 N V� 878-1 27 IN =888.0
9 !3. 6 INV=882.6 INV=E INV=BB5-4 INV=887.0
CS =888.1 Ir4v=B79.6 -
WATER SERVICES FOR LOTS 1-5, 8L.K. 2 9 6 CS=892.6 CS=894.1 CS -895.4 GS= 897.0 El F. H CH hl AR K (N GVD-- 29
NGS
AND LOTS 1913-200 SHALL BE LOWERED ELESTA110N 85080VATION = 872-41
2' UNDER THE STORM SEWER AND
INSULATED VvITH 4- X 4' X 8' RIGID STA. 24+-90j'hl-H"\ rN -IH--� STA, 28+00
NGS STATION 860-31
POLYSTYRENE INSULA110N. ELLVATION � 860-81
I LEY AVENUE E 72ND STREET N El
,5+ .a._....
............ -------
.........
......... .......... ......... ...... ...............
..................
26.
-RE-896.45 R 5 BLD'
L ......
.......... ...... ......
.......... 4 4
--------- - ................ ........... 900
................... .......... .........
900 .......... ........ -------- L 4 ........ -----------
------------ ........ ------ ........
.......... . ... .....
.... ........ . ......... ................
........... : ......... .......... ....... ........ .............
......... ........
................... ... ....... .......... ....... ---------- ----------- .... - -------------
...... EX(STlNG:GR0)JND::'-::*: ............ ....... ..
. ..... ------------- 895
•
---------------------•.......... .........
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41
895 RE
•+a+ ?pe.k A �k ir ..... ..... .........
....... .........•.... .... .. .................. ...... -::'COVER -::: .... ..
........ ...... ......... ......
-57: 5MA: -C-RO-S-SiNG ...... ......... .........
....................
................
..... ........
.. .......
A::
........ .............. ROSS]
--------------------
. .......... . ........... ----------- 90
................. ... .. .......
. ............ . .... .. ....... .
........... ---- ---- -
................................. ............... ------
.............
......... .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ja4% - - -
.......... .......
. . . •. . •. . •. . . . 4�- ------------------------- ..... ...
...... ......... -------
- ------------- ................. -------•.•..,..t--.........
............... ------- 885
885
------------- ------
Liu .......• �-Z 87 PVC 'SDR�435:
7'�
................. .... ..
...........
DE .... ... .........
� ...........
............
---- ---------
......... ---------
LJLJ -: . ... •.....
........... ............. ......
880 . ..... .....
.. •......... .... ..... ........ .. ------
------- ........... ------ --
----------------- ......
.... ......... . .......
. .........
... CNSTRUjCT'f4-59 -
ST&l: .......
• y
VER� T4 C AU :IJ R 0 P: 'CO.*,
875
•
•
.......... ........ ......
875 .... ....liiC ------- . .......... 'LIJ ...... ..............
... ... ......... ......... ......... ......... . •............... : - -
:4-
- - - - - - - - - - - - - - -rz C3
. . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . .
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. . . . . . . . . . . . . . .aG
: ' ' : ' : : : : : - , . N : . : - r - .
- . . : : : . : . - . - . . . . . . . . . . . . . .
j= -Ck:: Ld L -kJ F: 4-,J I . . . . . . . .
. . . . . . . . . . . . .• . . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
mw 'LA m tb -11� . . . . . . . . .
• to (Iry V3 It ; '. : : . . - -
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4 ...... FIE Fi- AZ:3.: ......
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. : : I * - - •- -- + *IFl + . . . . . . . I - - - - - - - - - - - - - - - - - - - - -
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PVC :SDI? 7
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im .132 P4 9� ou to co:
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. . . . . . . . . . . . . . . . . z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - -
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. . . . . . . . . . -- - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . .
PISNEERengineering
I b=V ccoify e--1 Lt!s r -m -w" p%V--ml b) Uhca &Wwl MERIDIAN LAND COMPA.NY )NqLDFLOWER MEADOWS 2ND ADD.
24 WATERMATN & SERVICE 2 O'F'
rsw
IN 55 12L) &Iendola Heights Office, -cmm4 Ptvfw4w-A 1. CbQrt.-- r��!Ee! Pic 36rA Al%fFR [CAN FILVD. OT5F00. M SOTA
-Gs L -9u 9 0,j Lk Reg. N -',L. arm] I!^- I REMOVAL PLAN -RL00ML4GT0N.,%ltNNF.Sl0TA 55431
Lai" a)olxvIL eftha suet Ml= a --'4u.
GENERAL NQTES (2NGLE EAMILY)-
1.) SANITARY SEVUR SERVICES SHALL BE 4- PVC SDR 26.
2.) SANITARY SEWER SERVICE VAS ARE STATIONED
FROM DOVrN STREAM MANHOLES.
3.) YIATFR SERVICES SHALL 13E I- COPPER TYPE
OK" Yil 7.5' MINRALIM COVER.
4.) SANITARY SE%VER INVERTS ARE SHO)hN AT THE
CURB STOP AND AT THE RISER PIPE.
5.) SANITARY SEVIER & WATER SERVICES SHALL BE
CONSTRUCTED 10' BEYOND THE RIGHT OF WAY.
6.) SANITARY SEVo-ER CLEANOUTS AND CURB STOPS
SHALL BE PLACED 10' BEYOND THE RIGHT OF
WAY, (SEE DETAIL)
P -S Go 100
-7
GRAPlIX SCAUE Rl rEET
C] S:
1. INSTALL SEDIMENT CONTROL BARRIER
INSERTS ON ALL CATCH BASINS. (SEE
DETAIL)
WARNING!
UNDERGROUND UTUTIES
CALL BE-FaRE DlGG!r4rG
13ENCHf,46RK (NOVD -249)
NGS STATION 8608D
ELEVATION = 872.41
NGS STATION 860BE
ELEVATION — 860.81
72ND STREET NE W+A«'T ERM A I STORM S EER __
..........
•
.............
.......... ......... --------- ...........
............. ......... ........
----- ------
•
...... 90c)
----- - ........ .............. ......... .......... --------- --------
.......... ........... ..
9()0 - -- - - - - - - . . . . . . . . - - - - - - - - - - - - - . . . . . . . . .
..................... B I-- D;z��' - -106 - ...... .......
......... ---- --
............
............. .......
............. ....... ......
. . . . . . . . . . . . . . . . . . . as . . . . . . . . . . . . . . .
. . . . . . . . . .
- - - - - - - - - - - - - - - - - - -- . . . . . . . .
. . . . . . . . . . . . .
........... ......
........ --------- --------
RREN ......
............. 895
LQfA ...... .....
RE— BBU.30 -
y........ A. .... ..... ...........
..................
MO) - - - ......
895
...... .......
.
.............. .......... ...... 1 1: 1
-- ------------
-:' — ----------------
............. ......... I I I.: -:::: -
...... ............................. . Grz,A-0,E
•...... .......
--/ ......... .. ............ . .........
..........
..............
...... 890
ago
.............. . ..... ................ ..............
......... . ....... .................
.........
..........
... ..... . ................. -------
....... ............ :RE�,B87- ...... .........
....... .. ........... -------
......... ....... ...........
. . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . .
77 7-* .......... ....... ....• .... ..................
-------- ---
at
....... ........ 5 .....
3!1:)APPX -GAS' 885
885 ........ ......... ....... ....... . ......
:--J......
...... . .......
. . ............ ..........
ra
-------------- ......
........... .... ....... ........ .........
......... ........ "CROSSING:: ......... :.. I ".:: ::
--- ::: ... . .--- -h . .........
....... --kXLpwZj4y.tx- .
...... ---------
-s - ----------
-------------
V.. ...... ......... ...... .......
880 X.. ............ . .....
..... .....
............. ........
....... RF t1lT:EY-'GA00fqb .......
............ ::::::. - .............
, ''"' * ...... ...... :: :: A 93 •---- ---- ...... .........
........... .....•...... .. ...... ............ .
.................
.......... ...... .......
-------- -------- ........ 875
-,: •*,::: I -* -, -, -,: -,::::: �: �:: ... ........ ............. ..... ----------------
875 .......
.......... ........... ...... ......... ...........
............ .........
.......... ..... .........
........... .... ..........
. I . . . . . . . . . . . . . . .
......... ..•.......... ........ 870
870 ................... ...... ................. ......... ........ ..... ....... ........ ---------
- - - - - - - - - - - . . . . . . . . .
................. ........ .........
. •. . . . •. . . . . . . . . . . . . . .
Nq . . . . . . . . . .• . . .• . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - -
. . . . . . . .. . . . . - - - - - - - -
.......................... .......
.......... ........ .......... ....... ........
..........
.......... ...... .........
-,Cr�
.......... ---------------
•
•
co
------------ - - -- - - -- -
P : : -
013
.......... ........ • • ...... ...........
a
........... ............ ............. 7 ................ ................. ....... .........
............... ................ ......... ................. —
0400 0+50 i#00 1+50 2+()o 2+50 3+00
P12—NEERengineen-ng
ammmmwmdlw� [Axar"NC-la" L b�m'xy c�y LL" I 0�h P�m 'w ILI Prmf—d L7 13 smi WATERNLAIN & STORA1 SEVVER MERIDIAN LAND CONY WILDFLOWER MEADOWS 2ND ADD.
24n rc �-r tonie-r Eny lzlrecl WA t�-d I Pic 3600 ANI PR [CAN BLVD. 3 p 8
9�—w Foul 3. Cbcma E"41 LXd 'SOT -A
Nfendola Ifeights Office 1-2 -Mb
V 5si2o AM L L _f Lker– OTSEGO, N1 EN
(55 06S 1 -19 L4 FiLit-63 I -5-M t=-&rr Lba 134 0-1 Of Lb! 5w4 Cl Rf&. K -b- up., E=3 Dn -in BOA CONSTRUCTION PLAN B LUUMINGTON. J%iLNjNF-3GTA 55431
2
4*23 5+00
SEE SHEET 4 CSAH 42
FOR TURN LANE ---r
CONSTRUC-11IONI'vvl E:- I r
END CORA— CURVE DATA
AT RADIUS,-:, %151 12
a
07.1 R-332.55'
G 73.5 1 L=88.43'
T-44.48*
PC STA -0+45.47
PT STA=1+33.90
6 133
132 131 130
7G.c 73.2.9
76-
16+00 J 17+0;
135
136
137
162
129 128 127
QUIGLEY AVENUE NE
-1 &FG -9— 19+00
STA 20+17.27 QUIGLEY AVE. NE
STA 7+75.40 74TH ST. NE
126 125 124
c
20103 2(+00-
9--
L--5- SEE CODCRETE SIDEWALK INSTALL rWE III —
/
(TAIL)
\—PED RAMP
(SFE DETAIL)
179
5' CONCRETE SIDEVIALK-
CURB TYPES.
DENOTES SURhiOUNTABLE
CONCRETE CURB &. CUTTER
DENOTES B618 CONCRETE
CURB & GUTTER
DENOTES 8612 CONCRETE
CURB & GUTTER
NOTE: TOP OF CURB ELEV. ARE
THE ACTUAL ELEVS FOR THE
TYPE OF CURB SHOVoNk.
123
122
200
0 Z-5 &u loo
GRAPHIC SCA-Eal k-k;h;
f3ENQHMARK (NGYD-29)
NOS STA -110N 8608D
ELEVATION — 872.41
NGS STA-noN 86013E
ELEVAWN = 560.81
INSTALL TYPE III—/ (SEE DEMI-)
BARRICADE SIGNS Irk% STA 15+1.3.11 QUIGLEY AVE. NE TYPICAL STREET SECTION
PkJBLIC.
Is STA 2+43.81 75TH'ST. NE CURVE DATA RAW
14.
163 v
C75.9 / A=,33'58'1 Ou
CURVE DATA R=550.00'
1�,CF4ETC 9��CWNIA
L=326.0a07
l OF Tla-pvc�L CK AFJI",?M
R=240.001, T=; 10 7.9 9' TD191j, ckl!� -SEX Fw-&-j FM LOCAV--Jfi
L=546.951 PC STA=20+60-06 SaD A WU CH FMM-kralra FP/W sm wla' OF T*F'-,CzL
T=521.501 PT STA=23+85A4 �.KWXE 11 FAVD4MT SEC:-Rj::-'i
CID, e�FIT-t Cu -:3
PC S TA= 10+ 2-13.9 8 Q-rrr-c.R 0 Wul-�
T-� q oj-e Eh-l%Wl4Xn TArK f�T
PT STA�15+76.93 2' �%MvSCX��
.3�
W,
75TH STREET N -E LANS AVENUE NE/QUIGLEY AVENUE NE APPRO-Am
.......... . ..........CLLR. l4'k�i .........
•2. i97 p B
::� ...........
........ cp: ....... 0.4
... co (n... co CD ... Im
. . . . . . . Eo - to to. to . to U:) (0. . I I P -1Z I : •, � . : , E. : : , : , rl-L .
: :
c [8 L�,: -9 +: 2::: S3
•: 0i *.:: --
0) - p 0- - - c4 f -j:
..(.0 ... -
xd
-in... potaa,* -00,•1 Val vo --- ......
•W - i' ::.
..........
:fd)
.................. ...........
........... ....... ------
.......... ...... .....
. ........ ---------ELEV:'- 894.0
...... ........... ..... 890
........... . ....... .........
890
. . . . . . . . . . . . . . . . . . . . . . . . . ......... a . . . . . . . . . . . . . . . e-)
. . . . . . . . - - - - - - - P1FL 882.6 5
LOW :POrNT - ELEV. .875:99 ------
.......... ........ 184:(jb: PROPOSED G DlE-kf7--b-.6t�!:k: ... 4-bd: ........ .........
.......... ....... ........... ....... ....... ..............
......... .. ..... --- ........ (Y;V,
0 — LLJ
PW ELEV ---7:13-7.a..4-0 ....... :- . 0 -.-.: .. —
......... . ULJ 885
...... ........ ........
885 .. ........ -.:::M ---: 0;07::K: -,i:4 4.5,45: - ... ...... .. ...... ......
...... :::::: ............... ............. .... .... ...
................ 1:.— ...
............ p- :STA P —':l'* 0 O�- ........... :7.. . .....
............... ...... , , : ...................
fs ... 6 - - - - - - - - - - - - - - - - - - ., ��,: 9j�: -+::
..... .... All . ..... .....
- - - - - - - - - -
F -I -.FV —8-74-90:
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DENOTES 8612 CONCRETE
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NOTE: TOP OF CURB ELEV. ARE
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DENOTES MIS CONCRETE
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4.) ALL STRIPING AND SIGNS SHALL CONFORM MTH THE
E41NNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
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6.) COUNTY HV(Y DEPT VoILL INSTALL SIGNAGE
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