ITEM 3.2TPC
The Planning Company
PLANNING REPORT
TO:
FROM:
REPORT DATE:
ACTION DATE:
RE:
TPC FILE:
BACKGROUND
3601 Thurston Avenue
Anoka, MN 55303
763.231.5840
TPC@PlanningCo.com
Otsego Planning Commission
D. Daniel Licht, AICP
12 September 2019
26 October 2019
Otsego — Great River Centre; Lil Explorers Daycare
10391YA
ITEM 3.2
Lil Explorers is proposing development of a 16,171 square foot daycare facility within Great
River Centre of Otsego located south of 87th Street and east of Parsons Avenue. The proposed
development requires consideration of a PUD Development Stage Plan and preliminary and
final plat. A public hearing has been noticed for the Planning Commission meeting on 16
September 2019 at 7:0013M.
Exhibits:
■ Site Location Map
■ Site Plan
■ Exterior elevation plans (3 sheets)
■ Building floor plan
■ Landscape Plan
■ Exterior lighting plan
■ Grading, Drainage, Erosion Control and Utility Plan (2 sheets)
■ Preliminary Plat
■ Great River Center of Otsego Sixth Addition Final Plat
1
ANALYSIS
Comprehensive Plan. The Comprehensive Plan guides the area that includes the Great River
Centre of Otsego for commercial land use as part of the City's primary retail, service, and office
development area. The proposed daycare use is consistent with the land uses guided by the
Future Land Use Plan and will provide for a expansion of service business in Otsego, as well as
day -time employment market support for surrounding businesses.
Zoning. The City Council approved a PUD District for the Great River Centre of Otsego on 13
March 2006 that is based upon the uses and performance standards as allowed within the B-3,
General Business District. Daycare uses are an allowed use within the PUD District subject to
the performance standards established by Chapter 30 of the Zoning Ordinance.
Surrounding Land Uses. The table below summarizes land uses surrounding the subject site.
The proposed daycare use will be compatible with and complementary to the existing and
planned commercial uses within the Great River Centre of Otsego.
Direction
Land Use Plan
Zoning Map
Existing Use
North
Commercial
GRC PUD District
Edina Realty
Target/Retail
East
Commercial
GRC PUD District
Undeveloped
South
Commercial
GRC PUD District
Undeveloped
West
Commercial
GRC PUD District
Undeveloped
Wings Financial
Tires Plus
Building Design. The PUD District for Great River Centre established design guidelines for
building architecture and exterior finishes encouraging horizontal lines and high pitched roofs
for vertical presence. The building exemplifies the intent of the design guidelines with varied
horizontal sections under flat roofs and pitched roofs above the front and entrance portions of
the structure. Colors are also used effectively to break up the mass of the structure.
Section 11-17-4.D.1 of the Zoning Ordinance requires that the proposed building utilize brick,
stone, and glass for a minimum of 65 percent of the exterior surface. The proposed building is
to be constructed of exterior materials consisting of a stone and brick masonry units, composite
panels, and windows. The masonry materials and glass comprise 66.1 percent of the exterior
finish of the building and comply with the requirements of the Zoning Ordinance.
The PUD District establishes height envelope limits within Great River Centre to preserve the
view corridor of Target from TH 101 and Parrish Avenue (CSAH 42). The subject site is
restricted to a maximum building height of 40 feet. The proposed building is to be a single story
with a height of 27 feet for the flat roof over the mid-section of the building. The height of the
proposed building complies with the PUD District standard.
Landscaping. The submitted landscaping plan provides for planting of maple trees in the
boulevard abutting Parsons Avenue at 40 feet on center for an appropriate streetscape
treatment. The outdoor play areas on the west side of the building have a fence with daylilies
and grasses planted along the outside. There are to be aspen trees and Karl Forester grasses
along the private drive on the north side of the site that will screen the parking areas. We
recommend that the landscape plan be revised to provide additional plantings along the south
elevation of the building and south lot line. The types and sizes of the proposed plantings
comply with Section 11-19-2.13 of the Zoning Ordinance. Section 5-2-3.C.2 of the City Code
requires that commercial properties provide an inground irrigation system for all yards, parking
lot islands, and boulevards adjacent to the lot. The planting note on the landscape plan
indicates that an inground irrigation system is to be installed to comply with the City Code.
Outdoor Play Areas. There are outdoor play areas on the east and west sides of the building.
These outdoor play areas are to be enclosed with a fence. No details have been provided
regarding the fence. We recommend that the fences be constructed of black vinyl coated chain
link or decorative metal rods for aesthetic as well as security purposes. Plans for the proposed
fences must be submitted and are to be subject to review and approval of the Zoning
Administrator for compliance with Section 11-19-4.1-1 of the Zoning Ordinance.
Lot Requirements. There are no minimum lot area or lot width requirements within the PUD
District. The proposed building is to be setback 35 feet from Parsons Avenue. There are
outdoor play areas in the yard between the building and Parsons Avenue that adds activity in
the area. The proposed building location complies with the requirements and intent of the
PUD District.
Access. The subject site abuts Parsons Avenue with access to the site via a shared driveway on
the north side of the proposed lot. Documents establishing ingress/egress over the shared
driveway were recorded concurrently with the final plat of Great River Centre of Otsego Fifth
Addition (Edina Realty). The shared driveway is 30 feet wide based on traffic circulation needs
the same as that for the commercial uses on the west side of Parsons Avenue. There are 2
entrances from the shared driveway into the subject site. The easterly drive is aligned with the
accesses to the Edina Realty parking lot.
Off -Street Parking. The PUD Design Guidelines recommend placement of off-street parking
areas to the side or rear of the principal building. The proposed off-street parking area is to the
north and east of the building, which screens the area from view of Parsons Avenue consistent
with the PUD Design Guidelines. The off-street parking area is setback 40 feet from Parsons
Avenue and 10 feet from the south property line, which comply with Section 11-21-5.13 of the
Zoning Ordinance.
Section 11-21-8 of the Zoning Ordinance requires daycare uses to provide 1 off-street parking
stall per 4 persons of licensed capacity. The developer indicates that the facility has a licensed
capacity of 189 children for a minimum requirement that 48 parking stalls be required. The
site plan provides 48 off-street parking stalls with 2 van accessible disability stalls located
3
adjacent to the front entry to the building to comply with Americans with Disabilities Act (ADA)
requirements.
The parking stalls are 19 feet deep (with a 2 foot overhang of the curb) by 9 feet wide. All of
the parking stalls are accessed by drive aisles that are at least 24 feet wide. The dimensions of
the off-street parking area comply with Section 11-21-7.A and B of the Zoning Ordinance.
The off-street parking area is surfaced with a bituminous material as required by Section 11-21-
7.0 of the Zoning Ordinance. The perimeter of the off-street parking area has a concrete curb
as required by Section 11-21-7.D of the Zoning Ordinance.
Sidewalks. A 5 foot concrete sidewalk is to be constructed along Parsons Avenue abutting the
subject site. The site plan provides an interior sidewalk along the north and east elevation of
the building connecting to the sidewalk on Parsons Avenue.
Signs. The building elevation plans identify an 18 square foot wall sign located on the north
elevation of the building. The area of the proposed sign is within the allowances of Section 11-
37-5.C.3 of the Zoning Ordinance. The placement of a wall sign on each of the of the building
elevations is allowed by the PUD District and may be added in the future. The site plan does
not identify any freestanding sign upon the property. If a freestanding sign is proposed, it must
be shown on the site plan with details provided.
Exterior Lighting. The developer has submitted an exterior lighting plan for the subject site.
Light intensity measured at the west and south property line is limited to 0.4 foot-candles,
which the lighting plan complies with. The specifications for the freestanding lighting fixtures
shows that the light source is to be a LED with a horizontal shield mounted on a 25 foot high
poll. The freestanding lights comply with Section 11-16-6.C.3.a and Section 11-16-6.C.4.a(1) of
the Zoning Ordinance. The building elevations show decorative lighting for the wall sign on the
north building elevation, which are allowed by Section 11-16-6.C.3.b of the Zoning Ordinance.
Trash Enclosure. The site plan includes a storage area for exterior trash and recycling
containers on the east side of the building adjacent to the off-street parking area. The trash
enclosure is setback 10 feet from the south property line. The proposed enclosure uses must
use materials consistent with the exterior finish of the principal building is subject to review
and approval of the Zoning Administrator for compliance with the requirements of Section 11-
18-4.0 of the Zoning Ordinance.
Utilities. The subject site is to be served by City sewer and water utilities within the East Sewer
District. The utility plan for connection to City sewer and water utilities is to be subject to
review and approval of the City Engineer. The developer must pay sewer and water availability
charges for Lot 1, Block 1 at the time of final plat approval as these were not paid with the final
plat approval for Great River Centre of Otsego. Sewer and water connection charges for Lot 1,
Block 1 will be paid based on the area of the proposed building at the time a building permit is
4
issued. The final plat is to be revised to designate Lot 2, Block 1 as an outlot for future
development and defer utility availability charges.
Grading Plan. The developer has submitted a grading plan for the subject site. The proposed
grading plan and all stormwater management and erosion control issues are subject to review
and approval of the City Engineer.
Easements. A drainage and utility easement is shown to be dedicated at the perimeter of Lot 1
a, Block 1 as required by Section 10-8-12.A of the Subdivision Ordinance. The drainage and
utility easement should be increased to 10 feet in width along the south lot line. All drainage
and utility easements are subject to review and approval of the City Engineer.
Park Dedication. Park dedication requirements for the platted lots within Great River Centre of
Otsego were satisfied at the time of final plat approval. No additional park dedication is
required for the proposed preliminary and final plat subdividing the subject site.
Development Agreement. The proposed preliminary and final plat involves public
improvements and connections to City utilities. The developer is required to enter into a
development agreement with the City as provided for by Section 10-10-4 of the Subdivision
Ordinance. Approval of the PUD Development Stage Plan, including conditions thereof, is also
to be addressed within the development agreement in accordance with Section 11-36-4.D.7 of
the Zoning Ordinance. The Development Agreement is to be drafted by the City Attorney and is
subject to approval of the City Council.
RECOMMENDATION
The proposed Lil Explorers daycare building and site plan complies with the requirements of the
Great River Centre PUD District, Zoning Ordinance, and Subdivision Ordinance. City staff
recommends approval of the applications as outlined below.
POSSIBLE ACTIONS
A. Motion to recommend approval of a preliminary/final plat for Great River Centre of
Otsego Sixth Addition and PUD Development Stage Plan for Lot 1, Block 1 subject to the
following conditions:
1. The landscape plan shall be revised subject to review and approval of City staff
to provide for plantings along the south lot line.
2. One freestanding sign constructed as a monument structure with materials
consistent with that of the principal building having an area of up to 64 square
feet and height of up to 18 feet shall be allowed for Lot 1, Block 1.
3. Plans for the proposed fences, to be constructed of black vinyl coated chain link
or decorative metal rod, shall be submitted and are subject to review and
approval of the Zoning Administrator for compliance with Section 11-19-4.1-1 of
the Zoning Ordinance.
4. Plans for the proposed trash enclosure shall be subject to review and approval of
the Zoning Administrator for compliance with the requirements of Section 11-
18-4.0 of the Zoning Ordinance.
5. The developer shall pay sewer and water availability charges for Lot 1, Block 1 at
the time of final plat approval.
6. The final plat shall be revised to designate Lot 2, Block 1 as Outlot A.
7. All utility plans are subject to review and approval of the City Engineer.
8. All grading, drainage, and erosion control issues are subject to review and
approval of the City Engineer.
9. All easements are subject to review and approval of the City Engineer.
10. The developer shall execute a development agreement, subject to review by the
City Attorney and approval of the City Council.
B. Motion to recommend the application be denied based on a finding that the request is
inconsistent with the Comprehensive Plan and requirements of the Zoning Ordinance
and Subdivision Ordinance.
C. Motion to table.
C. Adam Flaherty, City Administrator/Finance Director
Tami Loff, City Clerk
Andy MacArthur, City Attorney
Ron Wagner, City Engineer
Steve Fisher, Arrow Companies
Russ Rosa, Rosa Architectural Group, Inc.
0
4., fBeacon TM Wright County, MN
Overview
Legend
Roads
^— CSAHCL
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— PRIVATECL
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Highways
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City[Township Limits
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OParcels
LEGAL DESCRIPTION
Outlot A, GREAT RIVER CENTRE OF OTSEGO FIFTH ADDITION, Wright County, Minnesota.
PROPERTY INFORMATION ENGINEER/SURVEYOR
PID 118334000010 SISU LAND SURVEYING AND ENGINEERING
ADDRESS PENDING 2580 CHRISTIAN DR.
CHASKA, MN 55318
PROPERTY OWNER CONTACT: CURT KALUO, PE, LS
612-418-6828
21st Century Bank
9380 Central Ave NE DEVELOPER
Blaine, MN 55434
Jeremy Spaude
ZONING INFORMATION 583 Cherry Dr. 5
Waconla, MN 55387
EXISTING & PROPOSED ZONING = PUD
ALL SURROUNDING LAND IN PUD
SETBACKS
Front = 30 feet
Side = 10 feet
Rear = 30 feet
WETLANDS
There are no existing wetlands on site.
FLOODPLAIN
This property is not located in a Floodplain
SIGNIFICANT TREES
There are no significant trees on site.
STORMWATER
The stormwater requirement is volume reduction of 1.1" over new
impervious surfaces. An infiltration basin is proposed on the west side of
the property with details as shown in the construction plans.
LANDSCAPING PLAN
A landscaping plan has been prepared by Brodsho Consulting.
LIGHTING PLAN
A lighting plan will be prepared by others.
BENCHMARK ELEV. 866.77
TNH near SW corner of Outlot A as shown.
LEGEND
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19002
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North Exterior Elevation
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4918 S. Tri Oak Circle NE
East Bethel, MN 55092
Phone 651.215.2366
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Project No:
19002
Date last Revised:
07,31.19, 08.01.19, 0&01-19
0&05.19, 08.19.19, 08-20.19,
08.21.19, 0836.19
File Name:
19002 LB Ex Otsego 08-21-
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Total North Elevation Area = 3,920 sf
Masonry, Stone, and Glass (Hard) = 2,592 sf (66.12%)
Composite Siding (Soft) = 1,328 sf (33.88%)
3,920 sq ft
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2 West Exterior Elevation
SCALE: 118' = 1' o B 1B
Total North Elevation Area = 3,919 sf
Masonry, Stone, and Glass (Hard) = 2,609 sf (66.57%)
Composite Siding (Soft) = 1,310 sf (33.43%)
3,919 sq ft
East Exterior Elevation
1 SC LE: 1/8' = 7'-0 0 4 9 s
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Phone 651. 45-2346
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19002
Date Last Revised:
07-31-19, 08.01-19, 08-04.19
08.08-19, O 19-19, O 20
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File Name:
19002 L11 Ex Otsego 0&21.
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2015 MINNESOTA STATE BUILDING CODE
Chapter 3 Use and Occupancy Classification
Table 302.2 Care Facilities
Child Care Center <24 hours per day, More than 5 children </=
2.5 years of age.
Occupancy Classification I-4 (Institutional)
Chapter 5 General Building Heights and Areas
Table 503 Allowable Building Heights and Areas
I-4 Group. Type V B. Two Story, 9,000 5F (per story).
Section 506.1 Permitted Building Area Modification
Aa = (At+ [At x If] + [At x Is])
Aa = (9,000 + [9,000 x 0.71] + [9,000 x 2])
Aa = (9,000 + [6,390] + [18,000])
Aa = 33,390
Section 506.2 Frontage Increase.
If = [F/P - 0.25] W/30
If = [5467 566'- 0.25] 30/30
If=0.96-0.25x1=0.71
Section 506.4 Single occupancy buildings with more than one
story
For buildings with two stories above the grade of plane,
multiply by 2
Aa = 33,390. 33,390x 2 = 66,780 SF
Building Area & Height
Actual Main Level = 16,171 5F
Actual Mazzanine Level = 1,260 5F
Actual Total = 17,431 SF
Allowed = 66,780 5F, Two Story
Section 508.2 Accessory occupancies
Aggregate accessory occupancies shall not occupy more than
10% of the building area. Sport Court is an Assembly A-3
Gymnasium 1,800 5F / 17,431 5F = 10.3%.
Chapter 6 Types of Construction
Table 601,
0 Hour Fire -resistance Rating required for all elements.
Type V B.
Chapter 9 Fire Protection Systems
Section 903.2.6 Group I.
An automatic sprinkler system shall be provided throughout
buildings with a Group I fire areas. Exceptions do not apply,
not all rooms with care have an exterior exit door.
Chapter 10 Means of Egress
Table 1004.1.2 Maximum Floor Area Allowances per Occupant.
Day care = 35 net Occupant Load Factor.
17,431 SF / 35 SF = 498 Occupant Load by calculation.
Section 1004.1.2, Exception: Where approved by the building
official, the actual number of occupants for whom each
occupied space, floor of building is designed, although less than
those determined by calculation shall be permitted to be used
in the determination of the design occupant load.
Actual Occupant Load based upon day care license and intended
building use.
Infant 1 = 12 Occupants
Infant 2 = 12 Occupants
Toddler 1= 14 Occupants
Toddler 2 = 21 Occupants
PreSchool 1 = 20 Occupants
PreSchool 2 = 20 Occupants
PreK/ Kind 3 =30 Occupants
Pre5chool 4 = 20 Occupants
PreSchool 5 = 20 Occupants
PreSchool 6 = 20 Occupants
Infant & Children Occupants = 189
Sport Court
Exercise Rooms Function of Space = 50 5F Occupant Load
1,800 5F / 50 = 36 Occupants
Note: Sport occupancy not included in licensed occupant
load. Childrend will either be in classroom, outside, or Sport
Court
Staff Maximum = 28 Occupants
Total Actual Occupant Load = 217 Occupants
Section 1015.6 Day care means of egress
Two exits or exit doorways required for day care facilities,
rooms, or spaces where care is provided for more than 10
children that are 2 z years of age or less. All care rooms have
two exits. Either to cooridor or directly to exterior.
Table 1018.1 Corridor F ire -Resistance Rating
I-4 Occupancy, with sprinkler system = 0.
Chapter 29 Plumbing Systems
Section 2902 Minimum Plumbing Fixtures
Exception: With the building official's permission, we
propose to use the actual occupant load of 308. We also propose
to use all unisex fixtures rather than2 men and 2 women.
Infants shall be subtracted from the toilet fixture count.
Therefore, 217 - 24 Infants = 193 Occupants for Toilet Fixture
Count purposes.
Water Closets = 193/ 15 = 12.8, or 13 Required.
13 Provided.
Lavatories = 193 / 15 = 12.8, or 13 Required.
23 Hand wash Sinks + 10 Counter Sinks Provided.
Total Lavatories Provided = 33
Bathtub/ Shower = 1 Required. Propose to provide 0.
Drinking Fountains = 1/ 100 = 1.93, or 2 Required.
10 Counter Sinks with disposable cups provided.
Service Sink = 1 Required. 1 Provided.
Urinals. No urinals provided.
2015 Minnesota Provisions to the Minnesota State Building
Code
1303.1500 Recycling Space, Table 1-A.
Children's homes and homes for the aged = .0025 factor.
16,171 5F x .0025 = 40.43 5F required.
2015 MINNESOTA ENERGY CODE
Table C301.1 Climate Zone.
Wright County = Minnesota, Wright County = 6A (Moist).
Section C402 Building Envelope Requirements Prescriptive.
Prescriptive Method for compliance proposed.
Table 402.2 Thermal Envelope Requirements
Roof, Insulation Entirely Above Deck = R-30 CI
Roof, Attic = R-49
Walls Above Grade, Wood Framed (wolls) = R-20. R-3.8 CI
Below Grade Walls = R-7.5 CI
Slab -on -grade Floors = R-10 for 24' below.
Table C402.3 Building Envelope Requirements: Fenestration
Fixed Fenestration = 0.36 U -factor or less
Operable Fenestration = 0.43 U -factor or less
Entrance Doors = 0.77 1.1 -factor or less
SHGC = 0.40
Section C402.4.1.2 Air Barrier Compliance Options
Continuous Air Barrier with air permeability no greater than 0.004
cfm/ftz under pressure differential of 0.3 inches w.g..
Building Mechanical and Electrical Systems will be Design/ Build by
applicable subcontractor. It shall be said subcontractor's responsibility to
design their system to meet all applicable energy code (and other codes)
requirements.
Code Plan - Mezzanine Level
L SCALE: 1/16'= 1'-P 0 e 16 37
-4"
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Code Plan - Main Level
SCALE: 1/15- 1'-01 0 d 16 a
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4918 5. Tri Oak Circle NE
East Bethel, MN 55092
Phone 651-245-2316
wwwmlchaeiNom uarthltea.com
Project No:
19002
Date Lu Revised:
01.31.19,08-01-19, 08-04-19
. MS. 19, OB -19-19, OB -20.19,
08.21.19, 08-26-19
File Name:
19002 L31 Ea Otsego 08-21.
9.pin
Drawn By:
MJT
Minnesota License No.:
23592
Date signed:
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I BHS Picea ylauco 'Oansatn Black Hills Spruce 4' B&B
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Seed B Il -_ .lash: Prairie blend with wildflowers, selection to be approved by CILy and Owen, J
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f ntra t h 1 pr -,de two year g' t of all plant materials The au Trante- beq- an the dots of
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1.-. year guorortee c m I ng upon panting
VISION:
D ATE,
I ,.r .: be northern grown and horsy Plants to be Instilled as c- el.rd-d AAH picnt'ng. practices.
Jse m., Im,- 12" loam planting so'I an treys and 6' an shn,bs.
Ccotect,r sholl 'fl locatirne x lh oil ut lii es pr' --r to I-Wietcri of plants
Al -1, Or,bs, and tie` to oe ,ligated, including the Doulith an underground fl -14t.
Ail i i as sh I be manijoll, water until seeding has iistatilsined can is approved by the City.
StdI c ,. - pass -Ren If nal plumb after one year
t'cp II t b k d l s-fa,len tap and b tl- R.rr— by April 1
Coen too of bur'.np an BB rrotolz;repro-,, p pulled plants; split and breax apart peat pots
n. per elarid-d I li e.
fir 10� -- , ..pt—e of the wart by the Owner.
Ay pllll Properly heel -r, materials if necessary
dried - sd witn n a Mulched plaltwig bed.
- r . I-, .I be __ . corder I th. Grod'ng Plan set by Project Engrteer.
.1 I I -- i croon d:ube shredded hrrd,00a No eel borre, is used with -o d mWch
1-3/'- Dia washed limestone V oz ru o.. n fob weed ba s oll be used
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dg'rg g l 1 I k inyl (C.mrnercicl grade) edging :h II b.e st k d with svaight h os as drawn on plan
All olo r,3 bed., sral be treated vrith Preen or equal pr'tr to phrt'ng,
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D—, - I --.died dot, ara+n hard,vooa nwlch q" dip shall be provide) around all nen 1-5-
"I !o , ney loxia,. of the r , the Landscape Contractor shall determine if organir black sad needs
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to be oddedx by the City la —on a ting s- , to properly support plant moterlals If sal addiv-, are requin:d
oppra.aland Cwner prier to inslni:ahen of !ny plant moterlals
d sh b I cotian: to fit a Ily 1-11sre and coyoranges that may hate o—,al to the
. 1 _ T .roll d-ian Pin,, foondatcn planting, to el gn with bulld,,q dee gn
t Lion and - I , tobe aetern+fined by the site Engineer
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Revisions
I Page M of 1 1
GRADING NOTES
1. The grading contractor shall verify locations and elevations of all underground utilities wit
the respective utility companies prior to construction.
2. 6" minimum topsoil to placed on all areas to have turf established.
3. Unless shown otherwise, all disturbed areas shall be seeded with MnDOT Seed Mixture 25131
and stabilized with Erosion Control Blanket Cat. 3.
4. The estimated disturbed area is 1.5 acres. An NPDES Permit is required.
5. The estimated excavation is 5000 CY.
6. The SWPPP will be prepared as a separate document with the final construction plans.
STOCKPILES
Stockpiles areas are shown. All stockpiles must be covered or stabilized with
mulch if left longer than 14 days.
BENCHMARK ELEV. 866.77
TNH near SW corner of Outlot A as shown.
TUMINOUS WEARING COURSE
IINOUS TACK COAT
TUMINOUS NON -WEAR COURSE
3GREGATE BASE CL 5
ABLE COMPACTED SUBGRADE
PRELIMINARY
TYPICAL PARKING LOT SECTION
DESIGN PROVIDED BY OTHERS
LEGEND
- -}- 33.5 ----
N
-90o-
EXISTING CONTOUR
-(Eg>-
PROPOSED CONTOUR
..........
CONSTRUCTION LIMITS
-MS-
SILT FENCE, MACHINE SLICED
^�
iiLAY AREA Ai
{
f�
J.i
INLET PROTECTION
4.5' WALK
PROPOSED FINISHED
O1020.5
GRADE ELEVATION
C 927.7
PROPOSED CURB ELEV.
G 927.2
PROPOSED GUTTER ELEV.
---�
ROOF DRAINAGE DIRECTION
-►
DRAINAGE ARROW
-<-
EX. SANITARY SEWER
-I-
EX. WATERMAIN
X 976.5
EXISTING SPOT ELEVATION
R 861
0 20 40
-GAS-
GAS
• .
SCALE IN FEET
-TELE-
TELEPHONE
-ELEC-
ELECTRIC
E%. EX.
R 861.1. 8< R I
15" R_ STO
CP.
SAN MH
R 863.22
A -
A -
- GAS-- GAS
n
n
BUILDING UNDER CONSTRUCTION
FUTURE WALK _ - - -- \--
STORM SEWER IN FUTURE STREET AS SHOWN IS
m PROPOSED PER PLANS FOR PROPERTY TO THE NORTH
m
EX. C8 - 6b
R 862.57 I C db, g 6
857.7 d6, ,1 G g
�...• S
D
- -}- 33.5 ----
N
FA
X20.67
\ c
�
_ ->
I J
2.00 _--
S
_ _
j E--
iiLAY AREA Ai
{
f�
J.i
I
3Q' BLDG. j
4.5' WALK
_
4' WIDE X 3' DEEP
CURB OPENING W/
SETBACK
I
BEAVER TAILSss
1 0
I �
I w
i CB
�6i
I
I
I m
j
$AN
R CKO
IPLAY AREA IB
I
= AT
I
.67 N
I
jgsE--
I I
N 864.0 N 20.66
I ;o
R 861
I ro 3=
---r- 35. ----
_
G 6,�Er
...
• .
BENCHMARK
i
�+
FUTURE STREET UNDER CONSTRUCTION
CONCRETE VALLEY,
GUTTER, SEE DETAIL
- - - - - - - - - - - - - - - - - - - - - -
m
{�
I
m (10) PAR NG
I
I
�
N
C, cd m�
- -
-est-
S
_ _
INFILTRATION BASIN
1.1" VOLUME REDUCTION OVER NEW
IMPERVIOUS
NEW IMPERVIOUS = 1.05 ACRES
1. REQUIRED VOLUME = 4193 CF
VOLUME PROVIDEF
D = 4217 C
{
f�
J.i
I I STleeee0
I q40 °�o
I I G
4.5' WALK
VC4`4
j N
4' WIDE X 3' DEEP
CURB OPENING W/
4a4/
pe
iti.N+,
BEAVER TAILSss
43
73N
N
i 0
i G�01��•��R INT
i CB
�6i
858.111
ro
0
R CKO
A
�i SISU
LAND SURVEYING
& ENGINEERING
2580 Christian Dr.
I Chaska, MN 55318
612-418-6828
\ `w
\ E m H o
\ u8 U
o o�`o io
m
U N
L TSN � O
o =
.:E -o Z
rda i a
H c K Y
Q �
m 0 N
W j
1R ING
86
L19 3
�6� E.
m (10) PAR NG
�i
c
c,
es
2s'
C, cd m�
- -
-est-
S
_ _
INFILTRATION BASIN
1.1" VOLUME REDUCTION OVER NEW
IMPERVIOUS
NEW IMPERVIOUS = 1.05 ACRES
1. REQUIRED VOLUME = 4193 CF
VOLUME PROVIDEF
D = 4217 C
C
4.5' WALK
Bs
BS
d
46.00 A 00
35.33
ro
0
INF. BASIN OVERFLOW
11.1 U w
.67 N
46.7
N 864.0 N 20.66
R 861
c*---► �1z6'S
8s
_
G 6,�Er
STABILIZE ALL UPSLOPE AREAS PRIOR
z
1
C� a) z
0 19.33 o
o I
a?
00
�'-...-...
c es
' s? e
G
TO CONSTRUCTING INFILTRATION
AREA. SEED AND STABILIZE
AREA.
'�
N
w
.....
' SEE DETAIL
--------------------
- -
f0
C. .O U > C)
U Q a)21'-12"
i C U)
IE- I
RCP ®0.50
? s '
�y
- -860
w Q a1 0
/
I W
06
G
IMMEDIATELY AFTER CONSTRUCTION
2.00
3
12
DOWNSPOUTS &
PLAY AREA C
io
z
I
I PLASHBLOCK (TYP.)
w
w
a
•
3.33
INF. BASIN PRETREATMENT CHAMBERS
00
I
I \
`���
%o�
Gee Zo
TOP OF GRATE = 861.3
BOTTOM 860.42
-0
Ln
PROPOSED
I
m
C 863.4
CONSTRUCT RIP AP CL ll -FLAME
SFROM
a z
BUILDING
\
G 9
862._
��
CHAMBER Tgg BIJTTOM
- �s�\
G7
6,11 SF
I -j
_ _ _
-2-
66
- -
SEE CH�ERDETAILS
> U
FIFE 864.0
Z
1
o
a) 'n
L Do 0
----------- 64.5' B
-B --- ----
i�
I
W
PLAY AREA D
--- 26'
7
� G
I I
N
C
I
d
46.00 A 00
35.33
/��
0
INF. BASIN OVERFLOW
11.1 U w
863. Q
n'
R 861
I
� ._ z
1
C� a) z
-...-...1-. --...-... -..5' WALK ...-... -..
�'-...-...
1 858.64
C1 4W u Z) 2:
10' BLDG.
------------------- ----------------------
.................... .............................................................................
.....
' SEE DETAIL
--------------------
- -
f0
C. .O U > C)
U Q a)21'-12"
i C U)
RCP ®0.50
- -860
w Q a1 0
H .I TOP NUT HYDRANT
*0- - - - - - - - - - - - - - -860- - - - - - - - - - - -12'FES - - - - - - - o O
- I ELEV. 866.77((NAVDBB/)X
4a LIJ
5 � 1 858.5 a ` 0 d
NII /� 0 - - - - - - - - - - - - - - - 858 - - - - - - - - - - - - - - - - - - - - - - - 8 5 8 - y C
�' C
J
I ' 48' FES = (:
INV. 856.6 N
PROJECTNO:
1930
I ( I ----------- 858----- _ _ _ _ _ _ _ _ _ _ _ _ _ SHEET
------ ------------ ----
d
eo - - C2
B6? - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
� -aa2- -
f 4• '{
H 561.5 H R-4342 GRATE TOP BERM 862—
Liui
—RIIA 861.0
-
1.5' INFILTRATION
LAND SURVEYING
VOLUME&ENGINEERING
t27
BOTTOM ELEV. 859.521
12'RCPOOSOX�
2 80 C ristian Dr.
.. .. :.::.........:.... .. :.• • :::.::•:; •.. .•, :. :.,,_..,.. ,..., :. INV. 858.5
.. . .. .....:..
Chaska, MN 55318
..;... .. .... ...
12' PUNTING MEDIA 12' INV.
612-418-6828
3OX MnDOT 3890 GRADE 2 COMPOST 658.64
MIXED WITH UNDERLYING SANDY SOILS MNOOT DES H
SUBCUT ALL EXISTING TOPSOIL & STRUCTURE
SOILS UNSUITABLE FOR INFILTRATION 6 CY RIPRAP CL. II DITCH ELEV. 856.5±
m
GEOTEXTILE & INSTALLATION
Is o
INFILTRATION BASIN OUTLET & PROFILE PER STANDARD PLATE NO. 3133%Mffl=MMM
u�
r»o Z
mE6m
o
SEED WITH MNDOT 33-261 SEED MIXTURE AT 35 LB/ACRE OR PLANTINGS PER THE OWNER.
STABILIZE WITH EROSION CONTROL BLANKET CAT. 3N, WOOD FIBER.
VOLUME
rn
c z
m
HVA. 861.5 TREATMENT
�
n TO T 861,0
y
EXTEND FILTER MEDIA _ _
TO ELEV. 861.0
(3) - /4 BARS
15 £ e Z
-
Y`�li
o o m a
_ _ _ g, ='k�ta:;.``:
- SIN ,r.
m�
o
_ .•`9O',TTOA(" _
m
INFILTRATION BASIN SECTION
CONCRETE VALLEY GUTTER
PLAN VIEW CURB -CUT (WIDTH VARIES)
PLAN VIEW NOTES
SPECIFICATIONS
1. STEEL REINFORCED, COLD JOINT SECURED MONOLITHIC CONCRETE
STRUCTURE (1,030 LBS). CONCRETE SHALL HAVE A MINIMUM
- - 1. INLET WIDTH AND DISTANCE BETWEEN BACK OF CURB
COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. CONCRETE AIR
CONCRETE INLET K OF CURa AND RAIN GUARDIAN TURRET MAY VARY WITH SITE
ENTRAINED (4°k TO 8°k BY VOLUME). MANUFACTURED AND DESIGNED
o
0 CONDITIONS.
TO ASTM C858.
N
5
DISTANCE VARIES 2. CONCRETE BASE EXTENDS BEYOND THE FILTER WALL
7INSURMOUNTABLE
2, THREE-POINT PICK USING RECESSED LIFTING POCKETS WITH A
/ OF THE RAIN GUARDIAN TURRET TO SERVE AS A SPLASH
STANDARD HOOK.
3. TWO FIBERGLASS TOP GRATE (16 LBS/PIECE, 1-1/2" THICK)
INSURMOUNTABLECURB FACE J CURB FACE DISSIPATOR.
-
1,760 LB CONCENTRATED LOAD OR 409 LB/SQ-FT UNIFORM LOAD.
a
0
RAIN GUARDIAN TURRET
INSTALLATION NOTES
(CONCRETE BASE INCLUDED)
1. INSTALL THE CLASS 5 BASE (COMPACTED TO 95% STANDARD
3D VIEWS
PROCTOR). THE DISTANCE FROM THE BACK OF THE CURB MAY VARY
BASED ON SITE CONDITIONS, BUT CONSIDERATIONS SHOULD INCLUDE
n
SLOPE OF THE INLET AND BASIN SIDE SLOPES ADJACENT TO THE RAINN
Do
o <
GUARDIAN TURRET. POSITION RAIN GUARDIAN TURRET SO PRIMARYIn
pIn
/ I I
OUTLET ALIGNS WITH TOE OF BASIN SIDE SLOPE TO AVOID SOIL
INTERFERENCE WITH REMOVABLE FILTER WALL. EXCAVATE V10"
a LIZ
W
POSITION RAIN GUARDIAN TURRET SO PRIMARY
OUTLET ALIGNS WITH TOE OF BASIN SIDE SLOPE
BELOW THE GUTTERLINE ELEVATION(I.E. THE BIORETENTION
f
F/,
-- - - - - -- l_ 1
------------ - - - - - - - TO AVOID SOIL INTERFERENCE WITH FILTER I ;
OVERFLOW ELEVATION) TO ACCOMMODATE THE V PONDING DEPTH, 6-
E U -
p 'r
CLASS 5 AGGREGATE, AND 4' RAIN GUARDIAN TURRET BASE
o W O
(INCLUDED). THEREFORE, THE TOP OF THE CLASS 5 COMPACTED BASE
ISG
IS PRECISELY V4" BELOW THE GUTTERLINE ELEVATION. THE INLET TO
a•to
THE RAIN GUARDIAN TURRET WILL BE 10-1/2" ABOVE THE TOP OF THE
CONCRETE BASE AND 1-1/2" BELOW THE GUTTERLINE ELEVATION TO
a
ACCOMMODATE A SLOPED INLET FROM THE GUTTER TO THE RAIN
Vl
ELEVATION VIEW - - -- -
GUARDIAN TURRET,
�
y
2. SET RAIN GUARDIAN TURRET ON THE PREPARED CLASS 5 BASE.
INLET INSURMOUNTABLE CURB
RAIN GUARDIAN TURRET (CONCRETE BASE INCLUDED) f! - '
RAIN GUARDIAN TURRET INLET
3. INSTALL FRAMING FOR INLET BETWEEN RAIN GUARDIAN TURRET
AND BACK OF CURB. TOP ELEVATIONS OF THE FRAMING SHOULD
+�+
d N
= ='�
MATCH THE TOP OF THE CURB ON THE STREET SIDE AND THE TOP OF
c
TOP FIBERGLASS GRATE
-
THE RAIN GUARDIAN TURRET ON THE BIORETENTION SIDE.
G1
U W
GUTTERLINE -
�- �- HIGH VOLUME OVERFLOW
=
4. INSTALL EXPANSION/CONTRACTION JOINT MATERIAL OR A SHEET OF
� � Z
e Q 5 I GurrERUNE ;` ,
. .
_
POLY TO SERVE ASA BOND BREAK BETWEEN RAIN GUARDIAN TURRET
AND CONCRETE INLET BEFORE POURING INLET.
C v 3
.D
_ _ _
SITE SPECIFIC 0 �—-
5. SIDE CURBS OF THE POURED INLET MUST HAVE AN
c
L. t > of
s pas _—
' p 6 v p' p ' p 1'-1.75' BASIN BOTTOAI
INSURMOUNTABLE PROFILE TO PREVENT WATER FLOW FROM
U Q at
i,A•
SITE SPECIFIC ;o's• PRIMARY - - -
OVERTOPPING THE DOWNSTREAM SIDE OF THE INLET.
6, REMOVABLE FILTER WALL SHOULD BE INSTALLED WITH FILTER
_ 0'4
'a C 1OrAA
REMOVABLE OUTLET
p.ALTER WALL p
FABRIC FACING THE RAIN GUARDIAN TURRET INLET.
G;
a f0
1111-1111
rl
_ —_ p • p • o • o p.° • p •� .p o . —_— ,'
�_
IIII-1111-1111— —1111
_W
F J
LASS 5AGGREGATE B• CROSS-SECTION VIEW NOTES
IIII — 1. THE TOP OF THE CLASS 5 BASE (COMPACTED TO 95%
N
STANDARD PROCTOR) IS PRECISELY V 4' BELOW THE
IIII= 1111—IIII
PROJECT NO:
= —__— —IIII GUTTERLINE ELEVATION.
SUBSOILS
I I —IIII —IIII =1 I I I= I 1 I 1—IIII
1930
—
MANUFACTURED BY: IN": FOnVORIM
SHEET
y
Structural & Specially
C3
INFILTRATION BASIN PRETREATMENT CHAMBER DETAIL
GREAT RIVER CENTRE OF OTSEGO SIXTH ADDITION
7, �) r- A T L) I \ i r- [) �� r- 1\ T L) �-
�1 r-
wu, I --
\ (vnvn I I /1, T
c C1\1
I V L_ \ v LL=1V I \ L=
PRELIMINARY PLATLAND
U
ALrrNll Ir- nlr- \v I=�
nvl+INvC_ IVL_
L_ \7 \J
V' V V
LEGEND
PROPERTY UNE
SURVEYING
LEGAL DESCRIPTION
RIGHT-OF-WAY
-----
& ENGINEERING
Outlot A, GREAT RIVER CENTRE OF OTSEGO FIFTH ADDITION, Wright County, Minnesota.
SETBACK
---
EASEMENT
- - - -
10775 Poppitz Lane
PROPERTY INFORMATION ENGINEER/SURVEYOR
EX. CONTOUR
--900--
IVI55318
Chaska, 612-418-6828
PID 118334000010 SISU LAND SURVEYING AND ENGINEERING
PROP. CONTOUR
ADDRESS PENDING 2580 CHRISTIAN DR.
CHASKA, MN 55318 Rush uEaAH
DRAINAGE ARROW
—�
CONTACT: CURT KALUO, PE, LS
EX, CATCH BASIN
PROPERTY OWNER 612-418-6828
21st Century Bank I v
9380 Central Ave NE I - m uv'
Blaine, MDEVELOPERN 55434 L o
o
Jeremy Spaude n - E y m
583 Cherry Dr. w ` P „
ZONING INFORMATION I 242.87 N89°4253'E
Waconla, MN 55387
y J c
EXISTING do PROPOSED ZONING =PUD I I c i
ALL SURROUNDING LAND IN PUD n
-- --- -- -----���` r
--_—�-1— — — — -
------------------------ \ vSETBACKS ------------
PLAT/LOT INFORMATION Front 30 feet
N
Side 10 feet PLAT AREA = 3.53 ACRES I ------
Rear 30 feet PROPOSED LOTS = 2 i' ------
--_ --- h,
L z—
o u o ti
LOT 1 AREA = 1.53 ACRES i i i L' I I L o
LOT 2 AREA = 2.00 ACRES LIJ n i T` 1 \ I a o c
DRAINAGE AND UTILITY EASEMENTS I -7 - ' it ' '+_ A 1� - �------;I I I m ;
I Ir I r=--- 1—___e i _eee_i I Y
ARE SHOWN THUS:
I I it H ----- -------i-------
WETLANDS —JS n i \7
J--1------- -----
There are no existing wetlands on site. SH --
n T-------
----- I r--�1 O I / )-
FLOODPLAIN -�---J L---� Ld �' ¢ ---- ' 'i o I 1 \ I m
0 0 _ I I BLILWIC LhOER CON51RUC110N ------ ` --?------- 11 Z
This property is not located in a floodplain -
(NO SCALE) I n i l 4______ _______+_______
L �
SIGNIFICANT TREES BEING 5 FEET IN WIDTH AND ADJOINING L_ --------j (i T /1 co I I I
LIJ —------------------" 'I L_ V I ' �� II III m� I
LOT LINES, AND BEING 10 FEET IN WID i r"� i'------
There are no significant trees on site. > n I <I I I 1' I I S g I
AND ADJOINING RIGHT OF WAY ONES,
UNLESS OTHERWISE INDICATED, AS SHO <C
ISI J 11
SOIL$ ON THIS PLAT. L_____
ni�i i k------ _______'_______
Existing soils on site ore primarily sandy looms. Existing soil
borings are ovallable through the developer I - '?t �+. \ ---- - -- - _-_- _ ' h "`��
y�i NT1RE W1llC (f O
L I S10fN SEVER N NIURE STREET AS 910'MI IS --- _-_—' mmw SRtfEr URER Ce45mcU 1460
STORM WATER PRaosn PER PV 5 a PROPERTY ro HE ImR H I I I o
i �= \240.00 N89°42'53"E o0 N89.4 '53'E
The stormwater requirement Is volume reduction of 1.1' over new n - R w
impervious surfaces. An infiltration basin is proposed on the west side of ��� `R"6®zs] I �Q -- 1 �x pfisnllis=v�
the property with details as shown in the construction plans. IU� _ e _I �]]��< _____ ---- - s ---;4�6�< _--
- - - - - - -
LANDSCAPING PLAN OR 16-F- 1ti- - I n r 0I
A landscaping plan has been prepared by Brodsho Consulting. I R B61.e R 1.6 r I \J 1 I Ln I
15' R _
BENCHMARK ELEV. 866.77 iI '
ISI \ Iol
(5 P NO y /L_ \
TNH near SW corner of Outlot A as shown. / ^ A P No _ 1 1 I 1 J - I g
1
I
sm WH
R 661]3
1 I i ' f V - -662-
„ 4.5W � �J 4.5' I �
F T \6] N I6�6]N -------- _ _ _ _ __136.5----------- _ ____ I \00
�I � I 46 ] N 16.ai N 20.66 �
�4— F — — — — — — - Q L
ru
c
j IILAY AREA .-- / PLAY AREA c B. O ar i I I >` L
o ^ I E rJ ra
s}l' KDG. I Y
c
j 5€19ACK I _ I I v 1 T ~ n L� L_ V v !4\ � O
III R\ O ro
PROPOSED
] I I BUILDING
II 16 171 SF
I m t-- I FIFE 864.0
I
a n IF l II 1 I
I PLAY AREA B 6\�` j \� PLAY AREA D -- 26'--
4-1
c
(0 U LU
9 Os.v I a• aiARINE �� \-' 0.
ruZ
-�-us-- Os.34 ...—... ... ...—...—.., 5 WAl1S--..— ..—_ ..—... ... —...J U 7
0 L----1°6---------- 10'9ACK'------- ---------------- ------------ —-------------- L 0)
SETBACK 288.00 — — — —1.87 M � > C)
482.87 S89°42'53" Vl ^ / C r Q 0
Baip6lARx —660-- — — — — — — — — — — — —°°'� —rJ �--- `, 1 — a)
]Eu .�aefi�nrtruwe6)��o— cm
— — — — — — — — — ...\ I \.� — w •� En C
II —666— `- ^�' ( \7 l—fis4'"� —\ `� o O
X Lin
rrv. aw.fi TO Pam a l
Ib-- — — — — — — — — — —
_ _ _ _ _ ----�� —fi6olV —� ` \--------- N
PROJECT N0:
�. : i� r \�'� 1930
It
LEGEND
PROPERTY UNE
RIGHT-OF-WAY
-----
SETBACK
---
EASEMENT
- - - -
EX. CONTOUR
--900--
- - -
PROP. CONTOUR
DRAINAGE ARROW
—�
EX, CATCH BASIN
1
FOR PURPOSES OF THIS PLAT, THE
EX. STORM SEWER
—<G—
SOUTH UNE OF OUTLOT A, GREAT RIVER
EX. EX. STORM MH
CENTRE OF OTSEGO FIFTH ADDITION IS
TO BEAR S89°42'53"E.
EX. FESASSUMED
EX. SAN. SEWER
EX. SAN. SEWER MH
-Q-<
0 30 60
/
EX. WATERMAIN
-II-
SCALE IN FEET
-�3 J
EX. HYDRANT
�
DENOTES IRON MONUMENT FOUND
EX. GATE VALVE
POWER POLE
-0-
O DENOTES 1/2 INCH BY 14 INCH MONUMENT
SET AND MARKED BY LICENSE NO. 26909,
LIGHT POLE
UNLESS OTHERWISE SHOWN.
sm WH
R 661]3
1 I i ' f V - -662-
„ 4.5W � �J 4.5' I �
F T \6] N I6�6]N -------- _ _ _ _ __136.5----------- _ ____ I \00
�I � I 46 ] N 16.ai N 20.66 �
�4— F — — — — — — - Q L
ru
c
j IILAY AREA .-- / PLAY AREA c B. O ar i I I >` L
o ^ I E rJ ra
s}l' KDG. I Y
c
j 5€19ACK I _ I I v 1 T ~ n L� L_ V v !4\ � O
III R\ O ro
PROPOSED
] I I BUILDING
II 16 171 SF
I m t-- I FIFE 864.0
I
a n IF l II 1 I
I PLAY AREA B 6\�` j \� PLAY AREA D -- 26'--
4-1
c
(0 U LU
9 Os.v I a• aiARINE �� \-' 0.
ruZ
-�-us-- Os.34 ...—... ... ...—...—.., 5 WAl1S--..— ..—_ ..—... ... —...J U 7
0 L----1°6---------- 10'9ACK'------- ---------------- ------------ —-------------- L 0)
SETBACK 288.00 — — — —1.87 M � > C)
482.87 S89°42'53" Vl ^ / C r Q 0
Baip6lARx —660-- — — — — — — — — — — — —°°'� —rJ �--- `, 1 — a)
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UNLESS OTHERWISE INDICATED, AS
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SHOWN ON THIS PLAT.
SET AND MARKED BY LICENSE NO. 26909
KNOW ALL PERSONS BY THESE PRESENTS: That 21" Century Bank, a Minnesota corporation, owner of the following described property situated in the
County of Wright, State of Minnesota, to wit:
Oullot A, GREAT RIVER CENTRE OF OTSEGO FIFTH ADDITION, Wright County, Minnesota.
Has caused the same to be surveyed and platted as GREAT RIVER CENTRE OF OTSEGO SIXTH ADDITION, and does hereby donate to the public for public
use forever the drainage and utility easements as created by this plat.
In witness whereof said 21" Century Bank, a Minnesota corporation, has caused these presents to be signed by its proper officer this _ day of
.2019.
SIGNED: 21'I Century Bank
By: as
STATE OF MINNESOTA
COUNTY OF
This instrument was acknowledged before me this day of , 2019,
by , as of 21" Century Bank, a Minnesota corporation, on behalf of the corporation.
(Signature)
(Print Name)
Notary Public, County, Minnesota
My Commission Expires
1 Curtiss Kallio do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of
Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all
monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes,
Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat.
Dated this day of 2019.
Curtiss Kallio, Land Surveyor
Minnesota License No. 26909
STATE OF MINNESOTA
COUNTY OF
The foregoing Surveyor's Certificate was acknowledged before me this _ day of ..2019,
by Curtiss Katlic, Land Surveyor, Minnesota License No. 26909.
(Signature)
(Print Name)
Notary Public, County, Minnesota
My Commission Expires
CITY COUNCIL, CITY OF OTSEGO, MINNESOTA
This plat of GREAT RIVER CENTRE OF OTSEGO SIXTH ADDITION was approved and accepted by the City Council of the City of Otsego, Minnesota at a
regular meeting thereof held this day of , 2019, and said plat is in compliance with the provisions of Minnesota
Statutes, Section 505.03, Subd. 2.
City Council, City of Otsego, Minnesota
By Mayor By City Clerk
WRIGHT 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
—2019.
Wright County Surveyor
WRIGHT COUNTY AUDITOR/TREASURER
Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 2019 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 , 2019.
Wright County Auditor T re a surer
WRIGHT COUNTY RECORDER
I hereby certify that this instrument was riled in the Office of the County Recorder for record on this _ day of
2019 at o'clock _M. and was duly recorded as in Cabinet No. ,
Sleeve , as Document Number
Wright County Recorder
sisu
LAND SURVEYING