Item 3.3 Foss Swim School;Development Stage Plan3601 Thurston Avenue
Anoka, MN 55303
763.231.5840
TPC@PlanningCo.com
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PLANNING REPORT
TO: Otsego Planning Commission
FROM: D. Daniel Licht
DATE: 31 March 2026
60 DAY DATE: 25 May 2026
RE: Otsego – Foss Swim School; PUD Development Stage Plan
TPC FILE: 101.02
BACKGROUND
Foss Swim School has acquired Outlot A, Great River Centre Otsego Seventh Addition and
received preliminary plat approval for one lot on 26 January 2026. The subject property is
located at the northwest quadrant of the intersection of Parson Avenue and 85th Street. The
developer has submitted additional plans and application for PUD Development Stage Plan
approval to construct a 9,600 square foot building for an indoor swim school. A public hearing
to consider the PUD Development Stage Plan application has been noticed for the Planning
Commission meeting on 6 April 2026.
Exhibits:
Site Location Map
GRC Design Guidelines; architecture
Final Plat (not dated)
Building elevation plans dated 03.24.2026 (2 sheets)
Floor Plan dated 03/26/2026
Landscape Plan dated 03/27/2026 (3 sheets)
Civil plans dated 12 December, 2025 (X sheets)
Site Lighting Layout Photometric dated 03.26.2026
Building elevations (with signs) dated 03.18.2026
Item 3.3
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ANALYSIS
Use. The subject property is zoned PUD, Planned Unit
Development District. The PUD District established a
Village Commercial District for the purpose of
developing smaller scale, retail, service, and office
businesses oriented to the Parson Avenue corridor
between 85th Street and 87th Street.
The initial PUD District was established on 13 March
2006 and amended on 23 March 2023 to allow those
permitted, conditional, and interim uses as provided
for in the B1, Retail Business District. Indoor
commercial recreation and instruction uses are allowed
as a permitted use within the B1 District.
The proposed use is permitted within the PUD District.
Future Phase. The proposed swim school building is located on the south portion of the subject
property. The site plan includes opportunity to develop a second principal building within the
lot. Section 11-16-3 of the Zoning Ordinance allows development of more than one principal
building upon a lot within PUD Districts, which would require future application for and
approval of a PUD Development Stage Plan.
Surrounding Area. The table below summarizes the existing and planned land uses surrounding
the subject property.
Direction Land Use Plan Zoning Map Existing Use
North Commercial PUD District Tires Plus
Wings Financial
Everbrook Academy
East Commercial PUD District The Village apartments
South Office B-4 District Twin City Bee Keeping
EDCO/Undeveloped
West Commercial PUD District Good Day Car Wash
Lot Requirements. There are no minimum lot area or width requirements for lots within the
GRC PUD District. Lot 1, Block 1 is to be 2.97 acres in area and is 305 feet in width as measured
at the front setback line abutting 85th Street. The necessary area and width of a specific lot is to
be based on required setbacks and a functional site plan in terms of access and circulation.
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Setbacks. The following setbacks are required of the subject property based on the
requirements of the GRC PUD District Design Guidelines and the B1 District. The PUD
Development Stage Plan complies with these requirements. Importantly, the site plan locates
the proposed swim school building at the southeast corner of the lot with the parking in-line or
behind the building as viewed from Parson Avenue. This site layout is encouraged by the GRC
PUD District design guidelines and is consistent with the location of other commercial buildings
along Parson Avenue to the north.
85th St. Parson
Ave.
North Parking
ROW Interior
30ft. 20ft. 10ft. 15ft. 5ft.
Building Finish. The submitted building elevation plans list the exterior finish for the proposed
building to include concrete masonry unit at the base with precast wall panels and a thin brick
veneer adhered to the surface. There is an overhang above the front entrance on the north
elevation of the building. The mix of materials complies with the requirements of Section 11-
17-4.D.1 of the Zoning Ordinance.
The GRC PUD District Design guidelines include recommendations for the character and style of
building design reflecting Otsego’s heritage, which are to be emphasized specifically within the
Village Center area of the PUD District. These recommendations include incorporation of sharp
pitched roof elements to provide contrast with predominately horizontal structures and
enhancing building corners and section breaks. Large windows are also to be encouraged,
especially along Parson Avenue.
City staff recommends that the Planning Commission consider requiring the following changes
to the building design to be more consistent with the GRC PUD Design Guidelines and character
of surrounding buildings:
Provide an enhanced entry feature with a pitched or shed style roof element.
Incorporate windows the full width of the pool area on the south and north elevations
to highlight activity within the building.
Enhance the building corners or section changes with vertical accent material/color
changes.
Add larger faux windows on the south and east elevations for the changing area section
of the building.
Building Height. Principal buildings on the subject are allowed to be up to three stories or 40
feet in height as regulated by the PUD District Design Guidelines that were established as part
of the PUD District to maintain view sheds of Target. The proposed building is a single-story
structure that complies with the PUD District.
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Landscaping. A landscape plan has been submitted that provides plantings in the perimeter
yards and the building foundation. We recommend the following changes:
Adding ornamental type trees in the yard along Parson Avenue at 40 feet on center with
one shade tree located on the north side of the driveway to Parson Avenue.
Adding an additional shade tree between the two trees proposed along the south
elevation of the building.
Adding shade trees and low maintenance grasses and shrubs along the south line of the
lot along Parson Avenue to screen the west portion of the parking lot.
The sizes of proposed plantings comply with the provisions of Section 11-19-2.B of the Zoning
Ordinance. Section 5-2-3.C.2 of the City Code requires installation of in-ground irrigation for the
yards, planting areas, and boulevards, which is indicated on the landscape plan.
Off-Street Parking. The subject property is proposed to be accessed from one driveway to 85th
Street and one driveway to Parson Avenue at the northeast corner of the lot, which is shared by
easement with the Good Day Car Wash and aligns with the access to The Village apartments to
the east. The proposed accesses comply with the intersection spacing requirements established
by Section 11-21-6.B of the Zoning Ordinance.
The PUD Development Stage Plan illustrates 125 off-street parking spaces, six of which are
disability accessible. Section 11-21-8 of the Zoning Ordinance requires instructional class and
retail uses to provide one off-street parking space for each 200 square feet of net floor area. A
preliminary calculation of required parking is provided below. The number of spaces shown on
the PUD Development Stage Plan exceeds the requirements of the Zoning Ordinance for both
the initial building and potential future second principal building.
Use Gross
Area
Net Area Requirement Required
Spaces
Instructional Classes 9,600sf. 8,640sf. 1 space/200sf. 44
Future Retail 11,900sf. 10,710sf. 54
Total 98
The dimensions of the drive aisle and parking spaces comply with Section 11-21-7.B of the
Zoning Ordinance. Asphalt pavement and perimeter concrete curb is required by Sections 11-
21-7.C and D of the Zoning Ordinance and is subject to review and approval of the City
Engineer.
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Pedestrians. There is an existing sidewalk adjacent to the north side of 85th Street abutting the
subject property. There is also a public trail along the north line of the subject property that
connects between Parrish Avenue (CSAH 42) and Parson Avenue. The PUD Development Stage
Plan illustrates construction of a sidewalk along Parson Avenue from 85th Street north to the
north line of the subject property, which connects to the sidewalk on the west side of Parson
Avenue extending to 87th Street that was constructed with Everbrook Academy. There are
connections to the sidewalks on 85th Street and Parson Avenue from the front of the swim
school and retail building shown on the PUD Development Stage Plan.
Exterior Lighting. An exterior lighting plan including photometric measurements of light
intensity and indicating the type, location, and height of all exterior light fixtures has been
submitted. The light fixtures all include a 90-degree horizontal cut-off and light intensity
measured at the property lines complies with Section 11-16-6 of the Zoning Ordinance.
Waste Storage. The submitted site and building plans do not show a location for waste storage.
If exterior storage is intended, plans for construction of an enclosure are to be submitted with
application for a building permit for review by the Zoning Administrator for compliance with
requirements of Section 11-18-4.C of the Zoning Ordinance.
Signs. The developer provided building elevation plans illustrating wall signs on each side of
the building. The individual wall signs are allowed to be up to 100 square feet in area. A sign
permit subject to review and approval of the Zoning Administrator is required prior to
placement of any signs upon the property.
Grading. The developer has submitted plans for grading, drainage, and erosion control for
development the subject property with the preliminary plat. All stormwater management
issues are subject to review and approval of the City Engineer.
Utilities. The subject property is within the East Sewer District established by the 2023
Comprehensive Plan and services are available to the proposed lot. The developer has
submitted a utility plan for connection of the proposed building to City sewer and water
utilities, which are subject to review and approval of the City Engineer.
The developer will pay Utility Availability Charges for the proposed lot at the time of final plat
approval in accordance with the Fee Schedule in effect. Utility Connection Fees will be collected
at the time a building permit is issued for the building based on the proposed occupancy and
Fee Schedule in effect at that time.
Site Improvement Performance Agreement. Section 11-9-7 of the Zoning Ordinance further
requires that the developer enter into a Site Improvement Performance Agreement with the
City to provide for construction of the project improvements within the subject property. The
Site Improvement Performance Agreement will be combined with the Development Contracted
required by Section 10-10-4.A of the Subdivision Ordinance and be considered with final plat
approval.
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Criteria. Planning Commission consideration of the PUD Development Stage Plan is to be based
upon, but not limited to, the criteria established by Section 11-3-2.F of the Zoning Ordinance:
1. The proposed action's consistency with the specific policies and provisions of the Otsego
Comprehensive Plan.
Comment: The subject property is within the City’s primary retail, service, and office
development center surrounding the TH 101 and CSAH 39 interchange, which the 2023
Comprehensive plan. The proposed use is a unique service business that will draw
patrons from Otsego and the surrounding region consistent with recommendations of
the Future Land Use Plan.
2. The proposed use's compatibility with present and future land uses of the area.
Comment: The proposed indoor commercial recreation use (and future retail building) is
consistent with the community service type businesses anticipated for this area of the
Great River Centre and will be compatible with the day care and apartment uses directly
adjacent to the subject property.
3. The proposed use's conformity with all performance standards contained within the
Zoning Ordinance and other provisions of the City Code.
Comment: The proposed use will comply with all requirements of the Zoning Ordinance,
Subdivision Ordinance, and Engineering Manual.
4. Traffic generation of the proposed use in relation to capabilities of streets serving the
property.
Comment: The Great River Centre of Otsego development is accessed via Parrish Avenue
(CSAH 42), which is designated as minor arterial roadway with capacity to accommodate
local and regional traffic, including that generated by the indoor commercial recreation
use.
5. The proposed use can be accommodated by existing public services and facilities and
will not overburden the City's service capacity.
Comment: The subject property is within the East Sewer District established by the
Comprehensive Plan where the City has planned for delivery of services for urban
development. The proposed use will not overburden the City’s capacity.
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RECOMMENDATION
The proposed PUD Development Stage Plan for Foss Swim School is consistent with the policies
of the Comprehensive Plan and complies with the requirements of the Zoning Ordinance and
Great River Centre PUD District. Our office recommends approval of the application as outlined
below.
POSSIBLE ACTIONS
Motion to recommend approval of a PUD Development Stage Plan Foss Swim School, subject to
the following conditions:
1. All written and graphic materials officially submitted to the City shall be treated as a
formal agreement between the applicant and the City. Once approved, no changes,
modifications or alterations shall be made to any plan detail, standard, or specifications
without prior submission of a plan modification request to the Zoning Administrator for
review and approval.
2. The exterior building elevations shall be revised subject to review and approval of the
Planning Commission to:
a. Provide an enhanced entry feature with a pitched or shed style roof element.
b. Incorporate windows the full width of the pool area on the south and north
elevations.
c. Enhance the building corners or section changes with vertical accent
material/color changes.
d. Add larger faux windows on the south and east elevations for the changing area
section of the building.
3. Landscaping:
a. The landscape plan shall be revised subject to review and approval of the Zoning
Administrator to:
(1) Add ornamental type trees in the yard along Parson Avenue at 40 feet on
center with one shade tree located on the north side of the driveway to
Parson Avenue.
(2) Add an additional shade tree between the two trees proposed along the
south elevation of the building.
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(3) Add shade trees and low maintenance grasses and shrubs along the
south line of the lot along Parson Avenue.
b. In-ground irrigation shall be installed in all yards, planting areas, and boulevards
as required by Section 5-2-3.C.2 of the City Code.
4. The design and construction specifications for driveway access and off-street parking
areas shall be subject to review and approval of the City Engineer.
5. Any exterior storage of waste containers shall comply with Section 11-18-4.C of the
Zoning Ordinance, subject to review and approval of the Zoning Administrator.
6. All signs shall comply with the PUD District Design Guidelines and Chapter 37 of the
Zoning Ordinance and require issuance of a sign permit approved by the Zoning
Administrator.
7. All stormwater management, grading, drainage, and erosion control plans shall be
subject to review and approval of the City Engineer.
8. All utility plans shall be subject to review and approval of the City Engineer.
9. Utility Availability Charges shall be paid upon final plat approval in accordance with the
Fee Schedule in effect.
10. Utility Connection Fees shall be paid when a building permit is issued for the building
based on the proposed occupancy and Fee Schedule in effect.
11. The property owner shall execute a Development Contract as drafted by the City
Attorney, subject to approval of the City Council.
c. Adam Flaherty, City Administrator/Finance Director
Audra Etzel, City Clerk
Ron Wagner, City Engineer
David Kendall, City Attorney
Foss Swim Schoo
Site Location
461 ft
Overview
Legend
Highways
Interstate
State Highway
US Highway
Roads
City/Township Limits
c
t
Parcels
Torrens
Great River Centre of Otsego Guidelines9V. ArchitectureThe overall character of the GRC will be largely infl uenced by the architecture of its buildings. Therefore, the applicability of these guidelines should extend throughout the site as much as possible, including the village retail district and the offi ce/ warehouse district.The anchor general merchandiser and adjacent in-line retail building on Lots 2 and 3, Block 1 will form an integral part of the overall experience and aesthetic of the GRC. The proposed building design, shown in the PUD submittal package, will present its own design and personality through its high end architecture and user friendliness. The new and innovative style has been received well and embraced by the retail community on a national scale. For this reason the buildings on Lots 2 and 3, Block 1 are designed to be complimentary to the rest of the GRC site, but are not to be held verbatim to the architectural standards defi ned in the Design Guidelines Manual.Character and StyleThe buildings of GRC Otsego can fi nd inspiration in the agricultural and lumber milling heritage of the Otsego area. Some of these characteristics include warm-colored stone foundations, clean functional lines, and honest structural expression. Their forms are simple and straight-forward, using a limited number of exterior materials, often with panelized cladding systems. Decoration is minimal. Massing is additive and often organic - function drives scale, resulting in buildings that ramble across the landscape, broken by shadow. Otsego, unlike many other towns in the area, does not have an historic core of late 19th and early 20th century buildings – therefore, attempts to replicate or evoke stylistic elements from that era should be avoided. Some of these elements include built-up neoclassical cornices, arched or Palladian windows, pediments, repetitive pilasters or stepped massing resembling multiple, narrow lot buildings.Mass and Scale• The lines of commercial and retail buildings should be primarily horizontal, with sharp pitched roof forms providing contrast to present a bold silhouette on the horizon. The pitched roofs are also functional, offering the possibility of higher ceilings in restaurant spaces and increased daylight into stores. • New structures must be compatible in scale with the surrounding buildings and respect the pedestrian-oriented nature and urban goals of the GRC. The mass, form and scale should relate to the pedestrian scale of the street. • Each primary building on a site, regardless of size, should have clearly-defi ned, highly-visible customer entrances with features such as the following:• Canopies or porticos• Overhangs• Recesses/ projections• Arcades or pergolas• Peaked roof forms• Display windows• Integral planters or wing walls that incorporate landscaped areas and/or places for sitting.• Building Corners – Intersections and well designed building corners can evolve into unique spaces of concentrated activity where pedestrians gather. In addition to the required increase in building setbacks at street intersections, enhanced building corners are strongly encouraged to enliven the streetscape in the Village Commercial District.• Larger building setbacks at corners and enhanced building corner design are encouraged to create spaces for active outdoor uses such as cafe seating, art, plazas, water features etc. • Where possible, active intersections characterized by similarly designed or scaled building corners on opposite sides of the street are encouraged.• Enhanced building corners can include elements such as towers or other architectural appendages, windows, canopies, signs, outdoor seating and building entrances.
Great River Centre of Otsego Guidelines10Building Materials• The use of quality building materials for new structures reinforces the image and character of the GRC. Particularly on the ground fl oor of buildings, quality building materials convey a sense of richness to the pedestrian environment. Quality, durable materials are encouraged.• Exterior material treatment used on the building walls should be continuous and consistent on all elevations in order to achieve a uniform and complete design and should avoid a “veneer” look. • Quality materials promote a sense of permanence and are encouraged. Building materials and texture on the ground fl oor add to the pedestrian experience. • Parapets, banding, belt courses, reveals, and other types of architectural details in different materials should be incorporated to add visual interest and texture.• Materials such as stone, brick, precast concrete, cast stone and architectural metals can be combined to enrich the appearance of a building and highlight architectural features.• All exterior metals and plastics (vents, fl ashing, gutters, etc.) must be screened from view, painted or treated to blend in with the adjacent surrounding material. All utility meter housings must be painted to match the body color of the building. • In the design of commercial buildings, which propose the use of a composite of exterior materials, consideration shall be given to appropriate balance, both in terms of the amount of each material, as well as the specifi c areas of their use. Building walls of more than one material shall change materials along horizontal lines, projecting bays, or other architectural features. Heavier appearing materials shall be used only below lighter appearing materials. • The following materials are recommended for use on exterior walls:• Brick• Natural and cultured stone• Architectural Textured CMU• Smooth, burnished or glazed CMU• Specialty exposed cast-in-place concrete• Prefi nished steel or aluminum panels if not the primary material• Precast architectural concrete or cast stone having a pattern or veneer resembling masonry or stone• Stucco and synthetic stucco• Smooth face CMU as an accent, and not the primary material. The back of the buildings on Lots 2 and 3, Block 1 are an exception, however the smooth face CMU must not be continued to the corner on CSAH 42.• Other comparable or superior materialsArchitectural Details• The details included in the building façades should contribute to the richness of GRC architecture. The details should also assist in reducing the visual scale of a large building. • Patterns and rhythms in the façade of the building can be created with recessed windows, columns, ledges, changes of materials, and other architectural features. • Recessed entries to individual storefronts are encouraged as it creates a transition from the sidewalk to the interior of a commercial building. The recessed entry emphasizes the entrance, increases window display area, and provides a safe place for the entry door to open without extending into the sidewalk area.• Setbacks and patio areas to allow for outdoor dining and seating areas are encouraged.• Architectural features should be coordinated on all sides of the building. Integrating architectural elements around the building will enhance it as a whole and should augment the architectural character of the building. Facades fronting service or parking areas at the ground fl oor level need not have windows but should include architectural interest rather than a blank appearance.• Awnings and sunshades serve as a transition between the building, the sidewalk and the street, helping visually unite them, and providing pedestrian scale to the development. Awnings, canopies and pergolas provide shelter and shade to pedestrians and reduce glare. • Awnings are encouraged at retail and pedestrian settings. If provided, awnings shall fi t the window
Great River Centre of Otsego Guidelines11bays to blend with or augment the architectural character of the building. The awnings must be constructed of a material selected to complement the body color of the building. No stripes or patterns will be permitted. • Glass, metal, wood or fabric are acceptable awning materials. Canvas awnings can be either fi xed, fl at awnings or retractable. • Awnings can be an attractive means for store identifi cation with graphics, emblems and store names. Backlit awnings are not allowed.Openings• Visual connection between interior and exterior spaces enhances the pedestrian and shopping experience and allows greater display area without interfering with movement. Storefront windows along pedestrian sidewalks are encouraged. Access to exterior dining areas should be integrated with overall architectural design.• Clear, transparent or translucent windows should be used for all ground fl oor retail uses. No refl ective glass is allowed. Exterior Colors• Choose colors that refl ect local geology, vegetation, and culture, taking cues from earth tones, including: medium-brown pine bark, light gray cottonwood bark, tan river sand and slate green pine needles.• Using subtle yet rich colors rather than intense, bright colors is in keeping with the character and style of the development. Colors should be harmonious with those colors found on adjacent buildings and the environment. Light to medium intensity colors with low refl ectivity are preferred as the background building color. • Bright corporate colors should be limited in use to signage and entry areas. Integrate corporate or tenant identity color sensitively.• Exterior color treatment should be continuous on all elevations. Roofs and Parapets• The roofl ine and parapet are important architectural features that should be strongly defi ned on commercial buildings. Roofl ines should be varied to add visual interest in large buildings.• Roof overhangs at pedestrian entries provide protection for shoppers and are encouraged.• Roof-mounted mechanical equipment shall be concealed from public view on all sides by screening in a manner consistent with the character of the building.
GREAT RIVER CENTRE OF OTSEGOEIGHTH ADDITIONVICINITY MAP - NOT TO SCALESITEKNOW ALL PERSONS BY THESE PRESENTS: That CN Otsego Properties, LLC, a Minnesota Limited Liability Company, fee owner of the following described property situated in theCounty of Wright, State of Minnesota to-wit:Outlot A, Great River Centre of Otsego Seventh Addition, Wright County Minnesota.Has caused the same to be surveyed and platted as GREAT RIVER CENTRE OF OTSEGO EIGHTH ADDITION and does hereby dedicate to the public for public use the public waysand the drainage and utility easements as created by this plat.In witness whereof CN Otsego Properties, LLC a Minnesota limited liability company, has caused these presents to be signed by its proper officer thisday of_________________,20.___________________________________Cory Kampschroer, Chief ManagerSTATE OF MINNESOTACOUNTY OF This instrument was acknowledged before me this_____ day of_________________, 20, by Cory Kampschroer, Chief Manager of CN Otsego Properties, LLC a Minnesotalimited liability company, on behalf of the company.Notary Public SignatureNotary Printed NameNotary Public_______________County, MinnesotaMy Commission ExpiresI Kaleb J. Kadelbach 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 thisplat 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 the plat have been, orwill be correctly set within one year; that all water boundaries and wetlands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown andlabeled on this plat; and all public ways are shown and labeled on this plat.Dated this__________ day of _______________________, 20._____________________________________________Kaleb J. Kadelbach, Licensed Land SurveyorMinnesota License No. 57070STATE OF MINNESOTACOUNTY OF The foregoing surveyor's certificate was acknowledged before me this_____ day of_________________, 20, by Kaleb J. Kadelbach, Land Surveyor, Minnesota LicenceNo 57070.Notary Public SignatureNotary Printed NameNotary Public_______________County, MinnesotaMy Commission ExpiresCITY COUNCIL, CITY OF OTSEGO, MINNESOTA:This plat of GREAT RIVER CENTRE OF OTSEGO EIGHTH ADDITION was approved and accepted by the City Council of the City of Otsego, Minnesota, at a regular meetingthereof held this day of, 20, and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2.CITY COUNCIL, CITY OF OTSEGO, MINNESOTAMayor City ClerkWRIGHT COUNTY SURVEYORI hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this _____ day of ,20._______________________________________Wright County SurveyorWRIGHT COUNTY HIGHWAY ENGINEERThis plat was reviewed and recommended for approval this _____ day of , 20._______________________________________Wright County EngineerWRIGHT COUNTY LAND RECORDSPursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 20___ on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes,Section 272.12, there are no delinquent taxes and transfer entered this _____ day of _______________________, 20___._______________________________________Wright County Land Records AdministratorWRIGHT COUNTY RECORDERI hereby certify that this instrument was filed in the office of the County Recorder for record on this _____ day of, 20, at o'clock ___.M. and was duly recorded in Cabinet No. ______, Sleeve ________, as Document No. ._______________________________________Wright County Recorder
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STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>STM>PARSONS AVENUE NORTHEASTEASEMENTSEED / SOD LINETURF SODINFILTRATIONBASIN PER CIVILTURF SODTURF SODTURF SODTURF SODTURF SODTURF SODTURF SODTURF SODTURF SODTURF SODTURF SODSEED / SOD LINESEED / SOD LINESEED / SOD LINELIVE PLUGSPERSCHEDULENEW WEED MAT,ROCK MULCH, &EDGER PER NOTESPAVING PER CIVILNATIVE SEED TYPE 'B' PER NOTES6' TURF SODMOW STRIP2' ROCK MULCHMAINTENANCESTRIP6' TURF SODMOW STRIP2' ROCK MULCHMAINTENANCESTRIP6' TURF SODMOW STRIP2' ROCK MULCHMAINTENANCESTRIP6' TURF SODMOW STRIP2' ROCK MULCHMAINTENANCESTRIPPAVING PER CIVILPAVING PER CIVILEXISITNG PAVING TO REMAINPROPOSED BUILDINGFUTURE BUILDING LOCATION85TH STREET NORTHEASTFOUNDATIONPLANTING, TYP.SNOW STORAGENEW WEED MAT,ROCK MULCH, &EDGER PER NOTESNEW WEED MAT,ROCK MULCH, &EDGER PER NOTESENTRYENTRYNATIVE SEED TYPE 'A' PER NOTESNATIVE SEED TYPE 'A' PER NOTESSHRUB PARKINGLOT SCREENING,TYP.EASEMENTEASEMENTEASEMENTEASEMENTNATIVE SEED TYPE 'B' PER NOTES1TS21Cx21AS14Cx21TS9Vb8Am24Cx22Ci5Vb6Ha12Cx213Jf5Ra2PE2PE1AS18Ra29Jf7Ci32Ho10Am12Ha18Ho1QE1GD1GTLANDSCAPE PLAN:1. See Civil Engineer's plans for site plan layout and dimensions.2. Contractor to coordinate any work in the city right-of-way with City of Otsego Public Works Department.3. See Architect's plans for additional requirements regarding the site plan layout.4. Place a minimum of 4" topsoil or slope dressing on all areas disturbed by construction, includingright-of-way boulevards, unless specified otherwise.5. See Civil Engineer's Plans for utility locations.6. Irrigation plan to be design-build by landscape contractor.CITY OF OTSEGO LANDSCAPE REQUIREMENTS:GENERAL NOTES:CHAPTER 19 LANDSCAPING, SCREENING AND FENCESSECTION: 11-19-2: LANDSCAPING:2. All other uses shall be subject to mandatory landscape plan and specifications with a landscape plan required to be developed andinstalled with an emphasis upon the following areas:a. The boundary or perimeter of the proposed site at points adjoining other property.b. The immediate perimeter of the structure.c. The perimeter of parking and loading areas.3. All landscaping incorporated in said plan shall conform to the following standards and criteria:a. Approved Plants Required: Plantings suitable for complying with this chapter shall be as approved by the Zoning Administrator.MINIMUM PLANTING SIZES:Evergreen Trees (evergreen or deciduous): 3 Feet to 4 Feet HighDeciduous Low Shrubs: 24 Inches to 30 Inches & Evergreen Low Shrubs: 24 Inches to 30 InchesOrnamental Trees: 1.5 Inch DiameterShade Trees: 2 Inch Diameter11-19-3: REQUIRED SCREENING:A. Nonresidential Uses: Where any nonresidential use except agriculture and farming (i.e., structure, parking or storage)abuts property zoned for residential use, that nonresidential use shall provide screening along the boundary of the residentialproperty. Screening shall also be provided where a nonresidential use is across the street from a residential zone, but not onthat side of a nonresidential use considered to be the front (as defined by this title). All fencing and screening specificallyrequired by this chapter shall be subject to section 11-16-4 of this title regarding traffic visibility and shall consist of either agreen belt planting strip, fence or combination thereof, as follows:1. A green belt planting strip shall consist of evergreen trees and/or deciduous trees and plants and shall be of sufficientwidth and density to provide an effective visual screen. This planting strip shall be designed to provide complete visualscreening to a minimum height of eight feet (8'). Earth mounding or berms may be used but shall not be used toachieve more than three feet (3') of the required screen. The planting plan and type of plantings shall require theapproval of the City Council.L-1LANDSCAPE PLANProposed Turf Sod, See NotesLANDSCAPE MATERIAL LEGEND:Proposed Landscape Edging, See NotesProposed Rock Mulch, See NotesSHEET NUMBERGMA JOB NO:DRAWN BY: AL | CHECKED BY: BHISSUE DATE:REVISIONS:PROJECT#If this line is not exactly 1" long, thenthis sheet has been scaled.If the Colors below the line are notRed | Green | Blue, then this sheetwas not printed in color.NOT FORCONSTRUCTIONAME Design Group3113 Woodcreek DrDowners Grove, IL60515(331) 251 - 2726ARCO JOB NO:TES Engineering25760 First StreetCleveland, OH44145(440) 871 - 2410GA201303/27/2026FOSS SWIM SCHOOL OTSEGO85th St NE,Otsego, MN 55330I6392026.03.273113 WOODCREEK DRIVEDOWNERS GROVE, IL 60515P: (331) 251-2726WWW.GMA-ARCHITECTS.COM3113 WOODCREEK DR.DOWNERS GROVE, IL 60515P: (331) 251-2726WWW.ARCOMURRAY.COM# DESCRIPTION DATECALYX Design Group475 Cleveland Ave NSaint Paul, MN55104(651) 788 - 9018Landscape Architects* SEE SHEET L-2 FOR DETAILS, NOTES AND SCHEDULES *Proposed Native Seed 'A', See Sheet L-3Proposed Native Seed 'B', See Sheet L-3Proposed Live Plugs, See Sheet L-3SYMBOLCODEBOTANICAL NAMECOMMON NAMESIZECONTAINERQTYCOLUMNAR TREEPEPopulus tremula `Erecta` Columnar Swedish Aspen2" Cal. B&B 4SHADE TREEAS Acer x freemanii `Sienna`Sienna Glen Maple2" Cal. B&B 2GT Gleditsia triacanthos inermis 'Draves' TMStreet Keeper Honey Locust2" Cal. B&B 1GDGymnocladus dioica `McKBranched` TM Kentucky Coffeetree2" Cal. B&B 1QEQuercus ellipsoidalisNorthern Pin Oak 2" Cal. B&B 1TSTilia americana `Sentry` Sentry Linden2" Cal. B&B 2SHRUBSAmAronia melanocarpa `Morton` TM Iroquis Beauty Black Chokeberry5 gal.Pot 18Ci Cornus sericea `Isanti`Isanti Redosier Dogwood 3 gal.Pot 9HaHydrangea arborescens `Annabelle` Annabelle Hydrangea 5 gal.Pot 18JfJuniperus chinensis `Sea Green` Sea Green Juniper5 gal.Pot 22Ra Rhus aromatica 'Gro Low' Gro Low Sumac5 gal.Pot 5Ra2Ribes alpinum Alpine Currant5 gal.Pot 18VbViburnum trilobum `Bailey Compact` Compact American Cranberry Bush5 gal.Pot 14ANNUALS/PERENNIALSHoHemerocallis x `Stella de Oro`Stella de Oro Daylily 1 gal.Pot 50GRASSESCx2Calamagrostis x acutiflora `Karl Foerster`Feather Reed Grass1 gal.Pot 71PLANT SCHEDULEOn Sheet L-2On Sheet L-2On Sheet L-2
GENERAL NOTES:LANDSCAPE CONTRACTOR TOPROVIDE TREE WATERING BAGSAT THE BASE OF ALL NEWLYINSTALLED TREES OUTSIDE OFIRRIGATION COVERAGE.CONTRACTOR TO MAINTAIN TREEWATERING BAGS WITH WATERFOR 30 DAYS FOLLOWINGINSTALLATION. INFORM THEOWNER ON REFILL INSTRUCTIONS.INSTALLATION TO BE COMPLETEDIN ACCORDANCE WITHMANUFACTURER'SSPECIFICATIONS.BENEFITS:- REDUCES TRANSPLANTAND DROUGHT SHOCK.- 100% WATER ABSORPTIONWITH LIMITED RUN-OFF,ENSURING DEEP WATERSATURATION.- FILL 1 TO 2 TIMES PERWEEK, OR AS SPECIFIEDTO PREVENT CLOGGING, PLACE TREEWATERING BAG ON TOP OF MULCH15 GALLON TREE WATERING BAGNEWLY PLANTEDDECIDUOUS SHADE TREETREECALIPERTREECALIPERAPPROXIMATEWATERCAPACITYRECOMMENDEDFILLSPER WEEKSINGLE BAGSETUPDOUBLE BAG SETUP(2 SINGLE BAGS)1 TO 2INCH2 TO 3INCH14.75 TO14.25GALLONS2 FILLSPER WEEK15GALLONS1 FILLPER WEEK0.00 INCH(STAND-ALONE)4 TO 5INCH1 FILLPER WEEK25GALLONSVARIESBASED ONAPPLICATION5 TO 8INCH22.75 TO21.50GALLONS2 FILLSPER WEEK23.50GALLONSWATERING CAPACITY / FREQUENCY CHART:TOMAHAWK TREE STABILIZER STAKES.MINIMUM (2) PER TREE.SODROOT BALL TO SIT ON MOUNDEDMULCH - 4" DEEP - SEE SPECPLANTING SOIL - SEE SPEC.TOPSOILSUBGRADEOTHERWISE. NO MULCH TO BE IN CONIFER TO HAVE SHREDDEDHARDWOOD MULCH UNLESS NOTED PLACE ROOT BALL SO THAT BASALFLARE IS 1" ABOVE SURROUNDINGCONTACT WITH TRUNK.NOTE:SUBGRADE, REMOVE BURLAPDRAIN SYSTEM IS NECESSARY4" DIAMETER AUGERED HOLE, 42" MIN. DEPTH. FILLED W/ 3/4" DIAMETER DRAIN ROCK. COVER W/ 6" FILTER FABRIC.FOR HEAVY CLAY SOILS.FROM TOP 1/3 OF ROOT BALLGRADE.THE CONTRACTOR IS RESPONSIBLE FORENSURING THE TREES ARE IN A PLUMBPOSITION THROUGHOUT THE WARRANTY PERIOD.TREE HEIGHT MEASURED FROM TOP OF ROOT BALL TO BASE OF CENTRAL LEADER.2L-2CONIFEROUS TREE PLANTING - SECTIONNOT TO SCALE............................................................ON CENTER SPACING AS STATED ON PLANWIDTH OF HOLE EXCAVATION SHALL EXTEND A MINIMUM OF 6INCHES BEYOND THE PLANTS ROOT SYSTEM.3'' DEPTH WATERING BASINPREPARED PLANTING SOIL BED 6" MIN. PER NOTES.MULCHFINISHED GRADEPLANT ACCORDING TO PLANTING DETAILS FOR ISOLATEDPLANTING LOCATIONS WITH THE EXCEPTION OF REDUCEDHOLE WIDTH.4L-2TYP. SHRUB & PERENNIAL PLANTING - SECTIONNOT TO SCALE1'-6" (MIN.)4"FACE OF WALL OR BACK OF CURB.EDGER PER LANDSCAPE NOTES3 OZ. FILTER FABRIC, TURN-UPFINISHED GRADEPITCH SUB-GRADE TO DRAIN AWAYFROM BUILDING WALLS & CURBS.NOTES: SEE PLAN FOR CROSS SLOPE DIRECTION.MAINTENANCE STRIP WIDTH VARIES, SEE PLAN.AT EDGES, OVERLAP SEAMS 4".SEE PLANSWIDTHS MAY VARYMULCH, SEE LANDSCAPE NOTESENSURE 1" OF EDGER IS EXPOSED ABOVE GRADE3L-2MULCH & EDGER DETAILNOT TO SCALE1L-2DECIDUOUS TREE PLANTING - SECTIONNOT TO SCALEDO NOT HEAVILY PRUNE THE TREE AT PLANTING.PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANTLEADERS, AND BROKEN OR DEAD BRANCHES. SOMEINTERIOR TWIGS AND LATERAL BRANCHES MAY BEPRUNED; HOWEVER, DO NOT REMOVE THE TERMINALBUDS OF BRANCHES THAT EXTEND TO THE EDGE OFTHE CROWN.LANDSCAPE CONTRACTOR RESPONSIBLE TOKEEP TREE STRAIGHT AND PLUM. SUBSTAKINGWITH TOMAHAWK ROOT STAKES AS NEEDED.LANDSCAPE CONTRACTOR TO INSTALL 6" WHITEPVC TRUNK GUARD AT TIME OF PLANTING.MARK THE NORTH SIDE OF THE TREE IN THENURSERY, AND ROTATE TREE TO FACENORTH AT THE SITE WHEN EVER POSSIBLE.SET TOP OF ROOT BALL FLUSH TOGRADE OR 1-2 IN. HIGHER IN SLOWLYDRAINING SOILS.EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLAREIS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERETHE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DONOT COVER THE TOP OF THE ROOT BALL WITH SOIL.4 IN. HIGH EARTH SAUCER BEYOND EDGE OFROOT BALL (FOR ISOLATED TREES ONLY).REMOVE ALL TWINE, ROPE AND WIRE, AND BURLAPFROM TOP THIRD OF ROOT BALLIF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL,CUT THE WIRE BASKET AND REMOVE BEFORE PLANTING.PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. ENSURENOTE: FOR DIMENSIONS OF PLANTING AREAS SEEPLAN, SOIL BACKFILL SHALL BE GARDEN BLENDSOIL ( EQUAL MIX OF COMPOST, SAND & SOIL ) PERNOTES.TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOTPRESSURE SO THAT ROOT BALL DOES NOT SHIFT.WOOD MULCH. DO NO PLACE MULCH INCONTACT WITH TREE TRUNK. MAINTAINTHE MULCH WEED-FREE FOR AFTERPLANTING.NOTES:TREE PLANTING REQUIREMENTS:-REMOVE ALL TWINE, ROPE, WIRE, AND BURLAP FROM THETOP-THIRD OF THE ROOT BALL AND DISPOSE OF OFF-SITE.-REMOVE THE WIRE BASKET DOWN TO THE SECONDHORIZONTAL WIRE FROM THE BOTTOM AND DISPOSE OFOFF-SITE.-EXPOSE ROOT FLARE AND SET AT GRADENEW PLANT HOLES PASS THE REQUIRED INFILTRATION TEST.6'-0" DIAMETER MULCH RINGNURSERY GRADE FIBERGLASS TREE STAKES, 1116" X 6'-0"DOUBLE STAKE WITH WIRE: 1" POLYPROPYLENE WEBBINGTHE EYE OF THE CINCH-TIE RUBBER SUPPORT. AVOIDDAMAGE TO THE ROOT BALL WITH SUPPORT STAKES.STANDARD TREE PLANTING DETAILLANDSCAPE DETAILS AND NOTES:PERENNIAL / PLUG PLANT.EDGE CONDITION VARIES - SEE PLAN.MULCH PER NOTES.PLANTING SOIL - PER NOTES.CONTRACTOR PREPARED SUBGRADE.NOTE:HAND-LOOSEN ROOTS OF CONTAINERIZED PLANTMATERIALS.18" MIN. SEE PLAN6" MIN.6" MIN.5L-2TYP. PERENNIAL PLANTING - SECTIONNOT TO SCALEEXISTING SOD BLADEEXISTING THATCH LAYERSOILNEW SOD BLADENEW THATCH LAYERSOILSUB CUT FOR NEW SODTHATCH LAYERS TO HAVEMATCHING ELEVATION1"3/4"4"CONCRETE SIDEWALK* THATCH LAYERS TO MATCH* NO THATCH ABOVE ADJACENT GRADE* SUB-CUT AND FINAL GRADE BY SOD INSTALLEROR CURB6L-2NEW SOD TO EXISTING SODNOT TO SCALELANDSCAPE NOTES:1. Tree saucer mulch to be four inches (4") depth single-shred hardwood mulch for trees outside of a plant bed. Install per tree planting detail.2. Refer to civil plan sheets for grading, drainage, site dimensions, survey, tree removal, proposed utilities & erosion control.3. All plant material shall comply with the latest edition of the American Standard for Nursery Stock, American Association of Nurserymen.Unless noted otherwise, deciduousshrubs shall have at least 5 canes at the specified shrub height. Plant material shall be delivered as specified. All deciduous trees are measured at 48" from finished grade todetermine tree diameter (DBH). All coniferous trees are measured from finished grade to the top of the central leader. If no central leader is present on coniferous trees, that plant isrejected and must be replaced immediately.4. Plan takes precedence over plant schedule if discrepancies in quantities exist.5. All proposed plants shall be located and staked as shown.6. Adjustment in location of proposed plant material may be needed in field. Should an adjustment be required, the client will provide field approval. Significant changes mayrequire city review and approval.7. The project landscape contractor shall be held responsible for watering and properly handling all plant materials brought on the site both before and after installation. Scheduleplant deliveries to coincide with expected installation time within 36 hours.8. All plant materials shall be fertilized upon installation as specified.9. The landscape contractor shall provide the owner with a watering schedule appropriate to the project site conditions and to plant material growth requirements.10. If the landscape contractor is concerned or perceives any deficiencies in the plant selections, soil conditions, drainage or any other site condition that might negatively affectplant establishment, survival or guarantee, they must bring these deficiencies to the attention of the landscape architect & client prior to bid submission.11. Contractor shall establish to his/ her satisfaction that soil and compaction conditions are adequate to allow for proper drainage at and around the building site.12. Contractor is responsible for ongoing maintenance of all newly installed material for the duration of the plant warranty, with the exception of turf sod, which shall be maintainedfor 30 days after installation or until the first mowing, whichever comes first. Contractor must bag clippings from initial mowing and remove from the job site. Any acts of vandalism ordamage which may occur prior to warranty start shall be the responsibility of the contractor. Contractor shall provide the owner with O&M information, including (but not limited to),written instructions on proper lawn mowing height, yearly lawn maintenance recommendations, proper plant pruning information, plant & lawn fertilization schedule, and disease/pestcontrol.13. Warranty: The contractor shall guarantee newly planted material (including seeding) through ONE calendar year from the date of written owner acceptance. Plants that exhibitmore than 30% die-back damage shall be replaced at no additional cost to the owner. The contractor shall also provide adequate tree wrap and deer/rodent protection measures forthe plantings during the warranty period.14. This layout plan constitutes our understanding of the landscape requirements listed in the ordinance. Changes and modifications may be requested by the city based onapplicant information, public input, council decisions, etc.15. The landscape contractor shall be responsible for obtaining any permits and coordinating inspections as required throughout the work process.16. Plant size & species substitutions must be approved in writing prior to acceptance in the field.17. Replacement and repairs requested by the Owner during the warranty period must be made within 14 business days of the request.18. Landscape Contractor is responsible for coordination with the General Contractor, to protect the new improvements on and off-site during landscape work activities. Report anydamage to the General Contractor immediately.19. Turf Sod activity shall conform to all rules and regulations as established in the MnDOT Seeding Manual, 2024 edition, for turf bed preparation, installation, maintenance,acceptability, and warranty. Sod installer is to place (2) metal sod staples per roll of sod regardless of slope. On slopes 6:1 or greater, install (4) metal sod staples per roll of sod.20. The Landscape Contractor shall furnish samples of all landscape materials for approval prior to installation.21. The Landscape Contractor shall clear and grub underbrush from within the work limits to remove dead branches, leaves, trash, weeds and foreign materials. Remove treeswhere noted on the civil plan, including the stump to 30" below grade.22. The landscape contractor shall contact Gopher State One Call no less than 48 hours before digging for field utility locations.23. The landscape contractor shall be responsible for the removal of erosion control measures once vegetation has been established to the satisfaction of the municipal staff. Thisincludes silt curtain fencing and sediment logs placed in the landscape.24. The Landscape Contractor shall establish to his/ her satisfaction that the earthwork is complete, topsoil spread to correct depth, and compaction conditions are adequate toallow for proper drainage at and around the building site. Notify the General Contractor immediately if soil conditions left by the earthwork sub-contractor are not satisfactory. Noadditional compensation will be paid for discrepancies due to earthwork once the landscape contractor begins plant material installation.25. Topsoil Requirements: All graded areas of the site that are designated on the plan set for turf shall have no less than 6" of imported top soil, areas designated for shrubs, trees,and perennials shall have no less than 12" of imported top soil, meeting MnDOT classifications for planting soil for trees, shrubs, and turf. Slope away from building. Decompactsubgrade soils where density is excessive and may inhibit plant growth.26. Landscape contractor must prove the open sub-grade of all planting areas after their excavation is capable of infiltrating a minimum requirement of 1/4-inch of water per hourprior to installation of plant materials, topsoil, irrigation, weed mat, and mulch. Planting areas not capable of meeting this requirement shall have 4" diameter X 48" depth holes auguredevery 36" on-center and filled with MnDOT Free-Draining Coarse Filter Aggregate. Re-test sub-grade percolation for compliance to infiltration minimum requirement.27. Landscape contractor to provide nursery pull list (bill of lading) including plant species and sizes shipped to the site. Additionally, the landscape contractor shall provide nurserystock traceability, proving none of the materials provided contain or are genetic strains of the neonicotinoid family including acetamiprid, clothianidin, imidacloprid, nitenpyram,nithiazine, thiacloprid and thiamethoxam.28. All edger shall be galvanized, perforated landscape edging, 16ga. unless otherwise noted. Anchor every 18" on-center (minimum). Submit sample for approval. Coyote Productsor Equal.29. Mulch: All trees located outside of plant bed limits to receive Western Red Cedar wood mulch to a depth of 4 inches. Wood mulch tree rings per details. Unless otherwise noted,all plant beds and and vehicle overhang areas to receive Rock Mulch; locally available 1" diameter River Stone to a depth of 4". Submit mulch sample(s) for Owner approval. Rockmulch to be installed over 5 oz, needle-punch free draining weed mat. Do not install weed mat under perennials, with the exception of ornamental grasses.30. Seed Areas: Maintain newly seeded areas per MnDOT Seeding Manual, 2024 edition. Warranty includes seeding contractor on-site maintenance visits for mowing, weeding,spot-spraying invasives, and re-seeding bare areas. Ensure cover crop achieves 80% germination and erosion is not evident. An acceptable stand of seeding is full, lush, and free ofinvasive plants & weeds. See Sheet L-3 for native seeding information.31. Irrigation: The landscape contractor shall provide a quote and furnish an Irrigation Layout Plan with head-to-head coverage of all tree, turf and shrub planting areas. Usecommercial-grade irrigation equipment and provide product cut-sheets and (4) copies of the proposed layout plan to the landscape architect for review and approval. Coordinateirrigation connection point, controller, back-flow and valve locations with the builder & general contractor.32. Any disturbance beyond the work limits in existing natural areas to remain must be repaired by the contractor.L-2LANDSCAPE DETAILS AND NOTESSHEET NUMBERGMA JOB NO:DRAWN BY: AL | CHECKED BY: BHISSUE DATE:REVISIONS:PROJECT#If this line is not exactly 1" long, thenthis sheet has been scaled.If the Colors below the line are notRed | Green | Blue, then this sheetwas not printed in color.NOT FORCONSTRUCTIONAME Design Group3113 Woodcreek DrDowners Grove, IL60515(331) 251 - 2726ARCO JOB NO:TES Engineering25760 First StreetCleveland, OH44145(440) 871 - 2410GA201303/27/2026FOSS SWIM SCHOOL OTSEGO85th St NE,Otsego, MN 55330I6392026.03.273113 WOODCREEK DRIVEDOWNERS GROVE, IL 60515P: (331) 251-2726WWW.GMA-ARCHITECTS.COM3113 WOODCREEK DR.DOWNERS GROVE, IL 60515P: (331) 251-2726WWW.ARCOMURRAY.COM# DESCRIPTION DATECALYX Design Group475 Cleveland Ave NSaint Paul, MN55104(651) 788 - 9018Landscape Architects7L-2TREE WATERING BAG DETAILNOT TO SCALE1. See Civil Engineer's plans for site plan layout and dimensions.2. Contractor to coordinate any work in the city right-of-way with City of OtsegoPublic Works Department.3. See Architect's plans for additional requirements regarding the site plan layout.4. Place a minimum of 4" topsoil or slope dressing on all areas disturbed byconstruction, including right-of-way boulevards, unless specified otherwise.5. See Civil Engineer's Plans for utility locations.6. Irrigation plan to be design-build by landscape contractor.GENERAL NOTES:
NATIVE SEEDING INSTALLATION METHOD:Drop Seeding Onto Tilled SitesThis is the "standard" method for seeding on prepared sites such as those on construction projects.a) Site Preparation: The site should be prepared by loosening topsoil to a minimum depth of 3inches.b) Fertilizer: Use a fertilizer analysis based on a soil test or a general recommendation is a10-10-10 (NPK) commercial grade analysis at 200 lbs/acre.c) Seed Installation: Seed should be installed with a drop seeder that will accurately meter thetypes of seed to be planted, keep all seeds uniformly mixed during the seeding and containdrop seed tubes for seed placement (Brillion-type). The drop seeder should be equipped with acultipacker assembly to ensure seed-to-soil contact.d) Seeding Rates: Rates are specified in the mixture tabulation for the specified mix.e) Packing: If the drop seeder is not equipped with a cultipacker, the site should be cultipackedfollowing the seeding to ensure seed-to-soil contact.f) Mulch: Cover soil with a hydromulch consisting of natural wood fiber or paper fiber, water, andM-Binder at 100 lbs per acre.Note: Heavy equipment is not allowed in the infiltration basins to keep soils from getting compacted.If any compaction occurs due to seeding operations, the soils must be uncompacted.NATIVE SEED MAINTENANCENative Grass and Forb Mixtures (mixtures beginning with the number 3)Year 1Establishment (spring seeding):1) Prepare site - Late April - May2) Seed - May 1 - June 1Maintenance:1) Mow (6-8 inches) - every 30 days after planting until September 30.2) Weed Control - mowing should help control annual weeds. Spot spray thistles, etc.Establishment (fall seeding):1) Prepare site - Late August - early September2) Seed - late September to freeze-upMaintenance (following season):1) Mow (6-8 inches) - once in May, June, and July2) Weed Control - mowing should keep annual weeds down. Spot spray thistles, etc.Evaluation:1) Cover crop growing within 2 weeks of planting (except dormant plantings).2) Seedlings spaced 1-6 inches apart in drill rows.3) Native grass seedlings may only be 4-6 inches tall.4) If there is a flush of growth from foxtail etc., mow as necessary.Year 2Maintenance:1) Mow (6-8 inches) one time between June 1 - August 15 before weeds set seed.2) Weed Control - mowing should keep annual weeds down. Spot spray thistles, etc.3) Some sites may not require much maintenance the second year.Evaluation:1) Cover crop will be gone unless winter wheat was used in a fall planting.2) Grasses forming clumps 1-6 inches apart in drill rows, but still short.3) Some flowers should be blooming (black-eyed Susans, bergamot, etc.).4) If there is a flush of growth from foxtail etc., mow site.Year 3Maintenance:1) Mow only if necessary.2) Weed Control - Spot spray thistles, etc.3) Sites usually do not require much maintenance the third year.Evaluation:1) Planting should begin looking like a prairie - tall grasses, flowers, etc.Long-termMaintenance:1) Weed Control - Spot spray thistles, etc.2) Burning (3-5 year rotation) alternate spring and fall if possible.3) Haying (3-5 year rotation) late summer or early fall. Alternate with burning (may substitute for burning).4) Burning two years in a row will really "clean up" rough-looking sites.NATIVE SEED MIX:LANDSCAPE NOTES AND SCHEDULES:Native Seed 'Type A' Areas noted per plan: (unless otherwise noted on civil plans), shall be:MnDOT 'Southern Shortgrass Roadside' Seed Mix, worked into the topsoil layer at 26.0 lbs per acre.Submit seed mix for approval. Grading and Erosion Control per Civil Plans and Specifications.1.IRRIGATION SYSTEM SHOULD AVERAGE 40(+/-) PSI AT THE BASE OF ALL SPRINKLER HEADS. NOTIFYLANDSCAPE ARCHITECT IF EXISTING PRESSURE DIFFERS. BUILDING PRESSURE IS NOT KNOWN.2. IRRIGATION CONTRACTOR TO PREPARE FULL IRRIGATION LAYOUT PLANS FOR LANDSCAPE ARCHITECT'SREVIEW. LAYOUT WORK AS ACCURATELY AS POSSIBLE. THE CONTRACTOR MAY MAKE MINORADJUSTMENTS TO THE LOCATION AND SPACING AS NECESSARY TO ACCOMMODATE ACTUAL FIELDCONDITIONS. HEAD LOCATIONS SHALL BE FLAGGED AND REVIEWED BY THE LANDSCAPE ARCHITECTPRIOR TO INSTALLATION.3. COORDINATE SLEEVING AND IRRIGATION PIPE / HEAD / INTERNAL PLUMBING INSTALLATION WITH THEWORK OF OTHERS.4. ALL MATERIALS SHALL BE INSTALLED AS DETAILED ON DRAWINGS. (HOWEVER, IF THE CONTRACTDRAWINGS AND/OR SPECIFICATIONS DO NOT THOROUGHLY DESCRIBE THE METHOD OR TECHNIQUES TOBE USED, THE CONTRACTOR SHALL FOLLOW THE INSTALLATION METHODS ISSUED BY THEMANUFACTURE. ALL SUCH LITERATURE MUST BE SUBMITTED 48 HOURS PRIOR TO INSTALLATION FORREVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT.)5. CHECK AND VERIFY ALL EXISTING AND PROPOSED SITE CONDITIONS, UTILITIES, AND SERVICES PRIOR TOTRENCHING.6. LATERAL PIPING TO BE A MINIMUM OF 12 INCHES DEEP AND MAINLINES A MINIMUM OF 18 INCHES DEEP.7. ALL MAIN LINE PIPING AND LATERAL PIPE OF 1-1/2" AND LARGER SHALL BE PVC (SDR 26 / CLASS 160),HOWEVER THE IRRIGATION FEED FROM THE BUILDING INTO THE LANDSCAPE SHALL BE COPPER. ALLOTHER LATERAL PIPE OF 1-1/4" AND SMALLER MAY BE POLYETHYLENE.8. ALL TEES AND ELBOWS SHALL BE PVC (160 PSI). INCLUDE THRUST BLOCKING AT TEE AND ELBOW POINTS.9. ALL SPRINKLERS SHALL BE AS NOTED ON DETAIL & SPECIFICATION.10. ADJUST HEADS FOR GRADE, AS NECESSARY, AFTER TURF GRASS HAS BEEN ESTABLISHED AND ALLSETTLEMENT AT HEADS HAS OCCURRED.11. ALL AUTOMATIC CONTROLLERS, RISERS, BACKFLOW PREVENTERS AND HOSE BIBS SHALL BE SET PLUM.SPRINKLER HEAD RISERS, QUICK COUPLER VALVES AND ALL VALVES WITH STEMS SHALL BE SETPERPENDICULAR TO FINISHED GRADE.12. CONTROL VALVE WIRES, INCLUDING THE GROUND WIRE, SHALL BE #12 GAUGE U.F.U.L. APPROVED DIRECTBURIAL. UNDERGROUND CONNECTIONS SHALL BE MADE WITH 3-M WIRE CONNECTORS (DBY) ORAPPROVED EQUAL.13. TRACER-WIRE IS TO BE PLACED OVER ALL MAIN AND LATERAL LINES.14. PLACE ALL VALVES IN APPROVED VALVE BOXES.15. USE TEFLON TAPE ON ALL THREADED JOINTS.16. BRAND EACH VALVE BOX WITH 2" HIGH LETTERING SHOWING ZONE NUMBER AND CONTROLLER LETTER(EXAMPLE 'A3'). THIS STAMP IS TO MATCH THE ZONE SHOWN ON THE PLAN UNLESS OTHERWISEDIRECTED BY LANDSCAPE ARCHITECT.17. CONDUCT PERFORMANCE TEST IN THE PRESENCE OF OWNER AND LANDSCAPE ARCHITECT FOLLOWINGCOMPLETION OF SYSTEM INSTALLATION.18. CONDUCT AND DEMONSTRATE WINTERIZATION AND SPRING START-UP PROCESS TO OWNER IN THE FALLOF COMPLETION.19. LANDSCAPE ARCHITECT SHALL BE NOTIFIED TO VERIFY TRENCH DEPTHS BEFORE BACKFILLING.20. IRRIGATION CONTRACTOR TO COORDINATE MECHANICAL ROOM WATER CONNECTION POINT WITHMECHANICAL ENGINEER AND PLUMBING CONTRACTOR.21. AFTER INSTALLATION OF DRIP IRRIGATION PIPE IS COMPLETE AND PRIOR TO SODDING OR MULCHINSTALLATION, THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT TO REVIEW THEINSTALLATION OF THE DRIP IRRIGATION SYSTEM.22. LANDSCAPE CONTRACTOR TO ADJUST HEADS IN THE FIELD TO ENSURE WATER DOES NOT SPRAY THEBUILDING FACE OR PAVED AREAS.23. COORDINATE LOCATION OF ROOFTOP-MOUNTED ATMOSPHERIC MOISTURE (RAIN) SENSOR WITH OWNERAND ARCHITECT.24. COORDINATE LOCATION OF SLEEVING UNDER PAVED AREAS WITH GENERAL CONTRACTOR, EARTHWORK,AND PAVING SUB-CONTRACTORS.25. SUBMIT LAYOUT PLAN AND PRODUCT DATA TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVALPRIOR TO INSTALLATION.26. IRRIGATION BID SHALL INCLUDE (1) FALL SHUT-DOWN AND (1) SPRING START-UP (SPRING OF THE YEARFOLLOWING INSTALLATION).27. THIS PROJECT WILL USE HUNTER COMMERCIAL IRRIGATION PRODUCTS.28. PROVIDE THE OWNER WITH MANUFACTURER'S INSTRUCTION MANUAL FOR CONTROLLER. POSTIRRIGATION ZONE LAYOUT MAP AT 8"x10" NEXT TO THE CONTROLLER FOR REFERENCE.29. PROVIDE THE OWNER WITH AN AS-BUILT PLAN (PAPER AND CAD .DWG) UPON COMPLETION OFINSTALLATION.IRRIGATION PERFORMANCE NOTES:L-3LANDSCAPE NOTES & SCHEDULESSHEET NUMBERGMA JOB NO:DRAWN BY: AL | CHECKED BY: BHISSUE DATE:REVISIONS:PROJECT#If this line is not exactly 1" long, thenthis sheet has been scaled.If the Colors below the line are notRed | Green | Blue, then this sheetwas not printed in color.NOT FORCONSTRUCTIONAME Design Group3113 Woodcreek DrDowners Grove, IL60515(331) 251 - 2726ARCO JOB NO:TES Engineering25760 First StreetCleveland, OH44145(440) 871 - 2410GA201303/27/2026FOSS SWIM SCHOOL OTSEGO85th St NE,Otsego, MN 55330I6392026.03.273113 WOODCREEK DRIVEDOWNERS GROVE, IL 60515P: (331) 251-2726WWW.GMA-ARCHITECTS.COM3113 WOODCREEK DR.DOWNERS GROVE, IL 60515P: (331) 251-2726WWW.ARCOMURRAY.COM# DESCRIPTION DATECALYX Design Group475 Cleveland Ave NSaint Paul, MN55104(651) 788 - 9018Landscape Architects1. See Civil Engineer's plans for site plan layout and dimensions.2. Contractor to coordinate any work in the city right-of-way with City of OtsegoPublic Works Department.3. See Architect's plans for additional requirements regarding the site plan layout.4. Place a minimum of 4" topsoil or slope dressing on all areas disturbed byconstruction, including right-of-way boulevards, unless specified otherwise.5. See Civil Engineer's Plans for utility locations.6. Irrigation plan to be design-build by landscape contractor.GENERAL NOTES:PLUGFLATRiver BullrushBolboschoenus fluviatiusRootSizeCommon NameScientific Name(Provide a randomand equal mixtureof the plants listed)PLUGFLATTussock SedgeCarex strictaPLUGFLATWooley SedgeCarex pellitaPLUGFLATBebb's SedgeCarex bebbiPLUGFLATBlue Joint GrassCalamagrostis canadensisPLUGFLATBottle Brush SedgeCarex comosaPLUGFLATLake SedgeCarex lacustrisPLUGFLATFox SedgeCarex vulpinoideaPLUGFLATCommon RushJuncus effususPLUGFLATGreen BulrushScirpus atrovirensPLUGFLATCord GrassSpartina pectinataPLUGFLATWoolgrassScirpus cyperinus24" On-CenterPlug Spacing:* Contractor is to evenly distribute the allocated amount of prairie plugs throughout the basin areas located withinthe site accordingly. Plug specie selections are subject to seasonal availability.BASIN BOTTOM LIVE PLUG SCHEDULE:Native Seed 'Type B' Areas noted per plan: (unless otherwise noted on civil plans), shall be:MnDOT 'Two-year Cover Crop' Seed Mix, worked into the topsoil layer at 25.0 lbs per acre. Submit seedmix for approval. Grading and Erosion Control per Civil Plans and Specifications.
Site Location Map
Well House #3 - Water Treatment Plant
1,234 ft
Overview
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+(,*+76<0 '$7( '(6&5,37,21 $335I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.ALYSSA F. CAMPBELL 49026DATE LIC. NO02/25/2026
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:WWHTRON30Scale in Feet0File: C:\Users\gprior\DC\ACCDocs\AE2S\05409-2023-008 Otsego WH3 WTP\Project Files\01-Civil\Plan Sheets\EX-COND.dwgPlotted: By: Graham Prior Date: Wednesday, February 25, 2026File: C:\Users\gprior\DC\ACCDocs\AE2S\05409-2023-008 Otsego WH3 WTP\Project Files\01-Civil\Plan Sheets\EX-COND.dwgPROJECT TITLE:PROJECT NO:DATE:ALT. PROJECT NO:SHEET DESIGNATOR: SHEET NO:CLIENT:SHEET TITLE:PREPARED BY:CHECKED BY:APPROVED BY:SYMDATEAPPRSTATUS:Certification of Individual Project Design Disciplines AreIncluded On Their Individual Drawings, RespectivelyAdvanced Engineering and Environmental Services, LLC www.ae2s.comOTSEGO WELLHOUSE NO. 3 WATER TREATMENT PLANTEXISTING CONDITIONS AND DEMOLITION PLANCITY OF OTSEGOOTSEGO, MINNESOTAP05409-2023-008C24002FEBRUARY 2026WTPC100GPDLDLFOR BIDDINGEXISTING NOTESSANITARY MANHOLERIM: 954.55INV (W): 936.05INV (N,S): 935.65SANITARY MANHOLERIM: 952.42INV (N,S): 934.628" PVC - SANITARY6" PVC - SANITARY SEWER SERVICEAPPROXIMATE PIPE INV: 936.31 (CONTRACTOR TO FIELDVERIFY)10" DIP - WATERMAIN6" DIP - WATER SERVICE (CONTRACTOR TO FIELDVERIFY DEPTH)123456EXISTING LEGENDPROPERTY LINEEDGE OF ICE (02/03/2025)GAS LINESTORM SEWERRIGHT OF WAYHYDRANTWATER VALVELIGHT POLEKALLAND AVETRANSFORMER / ELECTRICAL BOXCONCRETE PAVEMENTBITUMINOUS PAVEMENTWATERMAINSANITARY SEWERSTORM SEWER - CATCH BASINSTORM SEWER - FLARED END SECTIONSANITARY MANHOLE1233DEMOLITION NOTESREMOVE CURB AND GUTTERREMOVE BITUMINOUS PAVEMENT (FULL DEPTH)12189.80'TREETREE LINEUNDERGROUND ELECTRICUNDERGROUND ELECTRICEXISTING WETLAND100 YR ELEVATION = 949.0TOP OF ICE ELEVATION = 947.25(02/03/2025)EXISTING WET PONDPOND BOTTOM = 942.00NWL = 947.94TOP OF ICE ELEVATION = 948.05(02/03/2025)45APPROXIMATE WETLAND DELINEATION12223.51'39.17'3.00'WELL 12 (BY OTHERS)CAPPED 8" DIPHYDRANT (BY OTHERS)WETLAND DELINEATIONTRUNCATED DOMESPROPERTY CORNERSGENERAL NOTES1.PROPERTY CORNERS ARE SHOWN FOR REFERENCE.CONTRACTOR TO ESTABLISH CONTROL POINTS FORTHE PROJECT.2. SAWCUT FULL DEPTH PAVEMENT ON ALL REMOVALLIMITS.3. CONTRACTOR TO MAINTAIN ACCESS TO ADJACENTSCHOOL ENTRANCES THROUGHOUT WORK REQUIREDON KALLAND AVENUE.6
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0'82.67'78.67'4.00'39.00'67.34'R25.00'R25.00'R25.00'7.78'R25.00'30.00'34.33'20.00'23.51'39.17'89.75'3.00'4.00'2.00'15.00'SSHTRON0Scale in Feet25File: C:\Users\gprior\DC\ACCDocs\AE2S\05409-2023-008 Otsego WH3 WTP\Project Files\01-Civil\Plan Sheets\CS-SITE.dwgPlotted: By: Graham Prior Date: Wednesday, February 25, 2026File: C:\Users\gprior\DC\ACCDocs\AE2S\05409-2023-008 Otsego WH3 WTP\Project Files\01-Civil\Plan Sheets\CS-SITE.dwgPROJECT TITLE:PROJECT NO:DATE:ALT. PROJECT NO:SHEET DESIGNATOR: SHEET NO:CLIENT:SHEET TITLE:PREPARED BY:CHECKED BY:APPROVED BY:SYMDATEAPPRSTATUS:Certification of Individual Project Design Disciplines AreIncluded On Their Individual Drawings, RespectivelyAdvanced Engineering and Environmental Services, LLC www.ae2s.comOTSEGO WELLHOUSE NO. 3 WATER TREATMENT PLANTSITE PLANCITY OF OTSEGOOTSEGO, MINNESOTAP05409-2023-008C24002FEBRUARY 2026WTPC101GPDLDLFOR BIDDINGKALLAND AVEWH3 WTPWELL 12 (BY OTHERS)GENERAL NOTES1.RADIUS DIMENSIONS SHOWN ARE FROM THE EDGE OFPAVEMENT.2.DIMENSIONS AT CURB AND GUTTER ARE FROM BACK OFCURB.3.CONTRACTOR TO MAINTAIN ACCESS TO ADJACENTSCHOOL ENTRANCES THROUGHOUT WORK REQUIREDON KALLAND AVENUE.CONSTRUCTION NOTESBITUMINOUS PAVEMENT (HEAVY DUTY) - SEE DETAIL1 ,C705SURMOUNTABLE CURB AND GUTTER - SEE CITY OFOTSEGO STANDARD PLATE 704, SHEET C704CONCRETE DRIVEWAY ENTRANCE - SEE DETAIL 4,SHEET C707CONCRETE SIDEWALK - SEE DETAIL 3, C705CONCRETE GENERATOR PAD - SEE ELECTRICAL ANDSTRUCTURAL6' TALL CHAINLINK FENCE - SEE DETAIL 1, C7078' WIDE SWING GATE - SEE DETAIL 1, C708BITUMINOUS PAVEMENT (KALLAND AVE) - SEE DETAIL 2,C705BOLLARD - SEE DETAIL 4, C705CONCRETE SPLASH BLOCK - SEE DETAIL 4, C706. SEEARCHITECTURAL FOR ROOF DRAIN LOCATIONS.OVERFLOW STRUCTURE - SEE OVERFLOW PLAN ANDPROFILE SHEET C203 AND STRUCTURALB618 CURB AND GUTTER - SEE MNDOT DETAIL 7100H,SHEET C704STRUCTURAL CONCRETE - SEE STRUCTURAL123456789101112131443225678899STORM PONDFILTRATION BENCHDRAINAGE SWALE210101112131313
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Ⴠ958.0958.0958.0958.0957.9957.9957.8957.9955.8955.2955.4956.7956.8957.8957.8949.0947.0-1.49%-2.17%-1.34%-2.08%-4.33%957.5951.0953.0953.0951.0953.0955.0946.0956.0951.0958.0957.6958.0957.9959.0957.0955.0953.0951.0954.0952.0957.9956.1953.0-2.35%-7.41%955.0952.0952.0953.0953.00953.095395395399539955953.09535333951.0HTRON0Scale in Feet25File: C:\Users\gprior\DC\ACCDocs\AE2S\05409-2023-008 Otsego WH3 WTP\Project Files\01-Civil\Plan Sheets\CS-GRAD.dwgPlotted: By: Graham Prior Date: Wednesday, February 25, 2026File: C:\Users\gprior\DC\ACCDocs\AE2S\05409-2023-008 Otsego WH3 WTP\Project Files\01-Civil\Plan Sheets\CS-GRAD.dwgPROJECT TITLE:PROJECT NO:DATE:ALT. PROJECT NO:SHEET DESIGNATOR: SHEET NO:CLIENT:SHEET TITLE:PREPARED BY:CHECKED BY:APPROVED BY:SYMDATEAPPRSTATUS:Certification of Individual Project Design Disciplines AreIncluded On Their Individual Drawings, RespectivelyAdvanced Engineering and Environmental Services, LLC www.ae2s.comOTSEGO WELLHOUSE NO. 3 WATER TREATMENT PLANTGRADING PLANCITY OF OTSEGOOTSEGO, MINNESOTAP05409-2023-008C24002FEBRUARY 2026WTPC102GPDLDLFOR BIDDINGWH3 WTPFFE: 958.00'GENERAL NOTES1.ALL SPOT ELEVATIONS AT CURB LOCATIONS ARE AT THETOP BACK OF CURB.2.CONTRACTOR TO RESTORE ALL DISTURBED AREASWITH MINIMUM 6" TOPSOIL AND TEMPORARY SEEDING.THE OWNER WILL PLACE PERMANENT SEED AFTERCONSTRUCTION IS COMPLETED. CONTRACTOR TOCOORDINATE WITH THE OWNER WHEN DISTURBEDAREAS ARE READY FOR FINAL SEEDING.12" RCP6" PVC6" PVCCONSTRUCTION NOTESEMERGENCY OVERFLOW - SEE DETAIL 2, SHEET C707.STORM PONDNWL: 950.5WATER QUALITY VOLUME ELEVATION: 951.0100-YR HWL:951.7LOWEST INVERT ELEVATION: 952.0FILTRATION BENCHTOP OF SAND: 950.5WATER QUALITY VOLUME ELEVATION: 951.0100-YR HWL: 951.7123122235
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ჀSS:WWWWWWWWCOHTRON0Scale in Feet25File: C:\Users\gprior\DC\ACCDocs\AE2S\05409-2023-008 Otsego WH3 WTP\Project Files\01-Civil\Plan Sheets\CS-UTILITES.dwgPlotted: By: Graham Prior Date: Wednesday, February 25, 2026File: C:\Users\gprior\DC\ACCDocs\AE2S\05409-2023-008 Otsego WH3 WTP\Project Files\01-Civil\Plan Sheets\CS-UTILITES.dwgPROJECT TITLE:PROJECT NO:DATE:ALT. PROJECT NO:SHEET DESIGNATOR: SHEET NO:CLIENT:SHEET TITLE:PREPARED BY:CHECKED BY:APPROVED BY:SYMDATEAPPRSTATUS:Certification of Individual Project Design Disciplines AreIncluded On Their Individual Drawings, RespectivelyAdvanced Engineering and Environmental Services, LLC www.ae2s.comOTSEGO WELLHOUSE NO. 3 WATER TREATMENT PLANTOVERALL UTILITY PLANCITY OF OTSEGOOTSEGO, MINNESOTAP05409-2023-008C24002FEBRUARY 2026WTPC103GPDLDLFOR BIDDINGKALLAND AVECONSTRUCTION NOTESFINISHED WATER - SEE PLAN AND PROFILE SHEET C201RAW WATER - SEE PLAN AND PROFILE SHEET C202OVERFLOW - SEE PLAN AND PROFILE SHEET C203SANITARY SEWER - SEE PLAN AND PROFILE SHEET C204STORM SEWER - SEE PLAN AND PROFILE SHEET C205STORM SEWER - SEE PLAN AND PROFILE SHEET C206FINISHED WATER - SEE PLAN AND PROFILE SHEET C207DRAINTILE - SEE PLAN AND PROFILE SHEET C205DRAINTILE - SEE PLAN AND PROFILE SHEET C206123456789112234455666748899
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66)HTRON30Scale in Feet0File: C:\Users\gprior\DC\ACCDocs\AE2S\05409-2023-008 Otsego WH3 WTP\Project Files\01-Civil\Plan Sheets\CS-EROS.dwgPlotted: By: Graham Prior Date: Wednesday, February 25, 2026File: C:\Users\gprior\DC\ACCDocs\AE2S\05409-2023-008 Otsego WH3 WTP\Project Files\01-Civil\Plan Sheets\CS-EROS.dwgPROJECT TITLE:PROJECT NO:DATE:ALT. PROJECT NO:SHEET DESIGNATOR: SHEET NO:CLIENT:SHEET TITLE:PREPARED BY:CHECKED BY:APPROVED BY:SYMDATEAPPRSTATUS:Certification of Individual Project Design Disciplines AreIncluded On Their Individual Drawings, RespectivelyAdvanced Engineering and Environmental Services, LLC www.ae2s.comOTSEGO WELLHOUSE NO. 3 WATER TREATMENT PLANTEROSION AND SEDIMENT CONTROL PLANCITY OF OTSEGOOTSEGO, MINNESOTAP05409-2023-008C24002FEBRUARY 2026WTPC104GPDLDLFOR BIDDINGEXISTING WETLAND100 YR ELEVATION = 949.0TOP OF ICE ELEVATION = 947.25(02/03/2025)EXISTING WET PONDPOND BOTTOM = 942.00NWL = 947.94TOP OF ICE ELEVATION = 948.05(02/03/2025)CONSTRUCTION NOTESDROP INLET PROTECTION - SEE CITY OF OTSEGOSTANDARD PLATE 507, SHEET C704. CONTRACTORSHALL INSTALL INLET PROTECTION ON ALL NEW CATCHBASIN INLETSCONSTRUCTION ENTRANCE - SEE CITY OF OTSEGOSTANDARD PLATE 505, SHEET C704SILT FENCE - SEE CITY OF OTSEGO STANDARD PLATE501, SHEET C704PROPOSED CONCRETE WASHOUT LOCATION - INSTALLIN ACCORDANCE WITH MINNESOTA POLLUTIONCONTROL AGENCY (MPCA)123433111DOUBLE SILT FENCE AROUND POND AREAS235.01'50' (MIN)4GENERAL NOTES1.CONTRACTOR TO USE TEMPORARY SEEDING (MNDOTMIX 21-111) ON ALL DISTURBED SOIL IF CONSTRUCTIONACTIVITY HAS STOPPED FOR A PERIOD NO LATER THAN14 CALENDAR DAYS AFTER ACTIVITY HAS CEASED INACCORDANCE WITH THE SWPPP.2. CONTRACTOR SHALL INSTALL J-HOOKS AT INTERVALSNOT EXCEEDING 100' ON ALL SILT FENCE RUNNING ATAN ANGLE OF 30° OR GREATER TO THE CONTOURS.3.CONTRACTOR SHALL INSTALL INLET PROTECTION ONALL NEW CATCH BASINS INLETS AND OUTLETPROTECTION ON ALL NEW FLARED END SECTIONS UNTILESTABLISHMENT IS MET IN ACCORDANCE WITH THESWPPP.
File: C:\Users\gprior\DC\ACCDocs\AE2S\05409-2023-008 Otsego WH3 WTP\Project Files\01-Civil\Plan Sheets\CS-SWPPP.dwgPlotted: By: Graham Prior Date: Wednesday, February 25, 2026File: C:\Users\gprior\DC\ACCDocs\AE2S\05409-2023-008 Otsego WH3 WTP\Project Files\01-Civil\Plan Sheets\CS-SWPPP.dwgPROJECT TITLE:PROJECT NO:DATE:ALT. PROJECT NO:SHEET DESIGNATOR: SHEET NO:CLIENT:SHEET TITLE:PREPARED BY:CHECKED BY:APPROVED BY:SYMDATEAPPRSTATUS:Certification of Individual Project Design Disciplines AreIncluded On Their Individual Drawings, RespectivelyAdvanced Engineering and Environmental Services, LLC www.ae2s.comOTSEGO WELLHOUSE NO. 3 WATER TREATMENT PLANTSWPPPCITY OF OTSEGOOTSEGO, MINNESOTAP05409-2023-008C24002FEBRUARY 2026WTPC105LLDLDLFOR BIDDINGKNOWLEDGEABLE PERSON/CHAIN OF RESPONSIBILITYTHE CONTRACTOR SHALL IDENTIFY A PERSON KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSIONPREVENTION AND SEDIMENT CONTROL BMPS WHO WILL OVERSEE THE IMPLEMENTATION OF THE SWPPP, INCLUDING:INSTALLATION, INSPECTION AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS. THEGENERAL CONTRACTOR SHALL ATTACH CONTACT INFORMATION TO THE SWPPP PRIOR TO THE START OF ANYCONSTRUCTION ACTIVITY.THE CONTRACTOR SHALL ESTABLISH A CHAIN OF RESPONSIBILITY FOR ALL CONTRACTORS AND SUB-CONTRACTORS ONSITE TO ENSURE THE SWPPP IS BEING PROPERLY IMPLEMENTED AND MAINTAINED. THE CONTRACTOR SHALL PROVIDETHE CHAIN OF RESPONSIBILITY TO THE OWNER AND ATTACH TO THE SWPPP PRIOR TO ANY CONSTRUCTION ACTIVITY.SWPPP SUMMARY/OVERVIEW:THIS STORM WATER POLLUTION PREVENTION PLAN (SWPPP) HAS BEEN DEVELOPED TO ADDRESS THE REQUIREMENTS OFNPDES PERMIT MN R100001, PART III, SUBPART A. THIS SWPPP INCLUDES A COMBINATION OF NARRATIVE AND PLANSHEETS THAT DESCRIBE THE TEMPORARY AND PERMANENT STORM WATER MANAGEMENT PLAN FOR THE PROJECT. THECONTRACTOR IS RESPONSIBLE FOR AMENDING THE SWPPP WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION,OPERATION, OR MAINTENANCE WHICH HAS POTENTIAL FOR DISCHARGE OF POLLUTANTS TO WATERS OF THE STATE.CONTRACTOR:CONTACT:PHONE:EMAIL:STORM WATER POLLUTION PREVENTION PLAN (SWPPP)CONTACTS:PROJECT INFORMATION:TRAINING DOCUMENTATION:THE CONTRACTOR (OPERATOR) SHALL ADD TO THE SWPPP TRAINING RECORDS FOR THE FOLLOWING PERSONNEL:-INDIVIDUALS OVERSEEING THE IMPLEMENTATION OF, REVISING, AND AMENDING THE SWPPP-INDIVIDUALS PERFORMING INSPECTIONS-INDIVIDUALS PERFORMING OR SUPERVISING THE INSTALLATION, MAINTENANCE AND REPAIR OF BMPSTRAINING MUST RELATE TO THE INDIVIDUAL'S JOB DUTIES AND RESPONSIBILITIES AND SHALL INCLUDE:1) DATES OF TRAINING2) NAME OF INSTRUCTORS3) CONTENT AND HOURS OF TRAININGTHE CONTRACTOR SHALL ENSURE THAT THE INDIVIDUALS ARE TRAINED BY LOCAL, STATE, FEDERAL AGENCIES,PROFESSIONAL ORGANIZATIONS, OR OTHER ENTITIES WITH EXPERTISE IN EROSION PREVENTION, SEDIMENT CONTROL,PERIMETER CONTROL, PERMANENT STORMWATER MANAGEMENT AND THE MINNESOTA NPDES/SDS CONSTRUCTIONSTORMWATER PERMIT.PROJECT SUMMARY:GENERAL SWPPP RESPONSIBILITIES:THE CONTRACTOR SHALL KEEP THE SWPPP, INCLUDING ALL AMENDMENTS AND INSPECTION AND MAINTENANCERECORDS ON SITE DURING CONSTRUCTION.THE SWPPP WILL BE AMENDED AS NEEDED AND/OR AS REQUIRED BY PROVISIONS OF THE PERMIT. AMENDMENTS WILL BEAPPROVED BY BOTH THE OWNER AND CONTRACTOR AND WILL BE ATTACHED OR OTHERWISE INCLUDED WITH THESWPPP DOCUMENTS. THE SWPPP AMENDMENTS SHALL BE INITIATED, FACILITATED, AND PROCESSED BY THECONTRACTOR. THE SWPPP AND AMENDMENTS SHALL BE KEPT ON SITE BY THE CONTRACTOR WHENEVERCONSTRUCTION ACTIVITY IS IN PROGRESS.THE CONTRACTOR SHALL DOCUMENT AMENDMENTS TO THE SWPPP AS A RESULT OF INSPECTION(S) WITHIN 7 DAYS.BOTH THE OWNER AND CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER TERMINATION AND/OR TRANSFER OFTHE PERMIT.THE FOLLOWING DOCUMENTS ARE CONSIDERED PART OF THE SWPPP: - EXISTING CONDITIONS, TRAFFIC AND EROSION CONTROL PLAN SHEETS - PLAN AND PROFILE SHEETS - CONSTRUCTION DETAILS - SWPPP NOTE PLAN SHEETS - PROJECT SPECIFICATIONS - PROJECT BID FORMPERMANENT STORMWATER MANAGEMENT SYSTEM:THE PROJECT WILL CREATE MORE THAN 1 ACRE OF NEW IMPERVIOUS AREA THEREFORE PERMANENT STORMWATERMANAGEMENT IS REQUIRED. BMPS HAVE BEEN DESIGNED TO TREAT THE NECESSARY WATER QUALITY VOLUME.CALCULATIONS DEMONSTRATING COMPLIANCE WITH THE NPDES PERMIT ARE AVAILABLE AT AE2S.ID NAME TYPESPECIAL WATER CLASSIFICATIONTMDLN/A N/A N/A N/A N/ATOTAL PROJECT AREA:2.49 ACTOTAL DISTURBED AREA: 1.49 ACPRE-CONSTRUCTION IMPERVIOUS AREA: 0 ACPOST-CONSTRUCTION IMPERVIOUS AREA: 0.50 ACIMPERVIOUS AREA ADDED: 0.50 ACLOCATION:Otsego, MinnesotaLATITUDE/LONGITUDE::45.2605, 93.6690, 0.0000PROJECT DESCRIPTION:Otsego WH3 WTPSOIL DISTURBING ACTIVITIES:Excavation, grading, utilities relocation, erosion control and vegetation establishmentOWNER:City of OtsegoCONTACT:Kurt Neidermeier - Utility ManagerADDRESS:13400 90th St NE, Otsego, MN 55330PHONE: 763-441-4414EMAIL:kneidermeier@otsegomn.govENGINEER:Advanced Engineering and Environmental Services, LLC (AE2S)CONTACT:Dan Landrus, PEPHONE:763-463-5036EMAIL:dan.landrus@ae2s.comPROJECT NO.: P05355-2023-002PREPARER/DESIGNER OF SWPPP: Lucas LaMooreEMPLOYER: AE2STRAINING AND DATE OBTAINED:DESIGN OF CONSTRUCTION SWPPP (EXPIRES 2029)NAME OF INSTRUCTOR(S):DR. JOHN CHAPMANDOES THE PROJECT DISCHARGE TO A CALCAREOUS FEN: NoIS THE PROJECT LOCATED IN A KARST AREA:NoRECEIVING WATER(S) WITHIN ONE MILE FROM PROJECT BOUNDARIES:(http://pca-gis02.pca.state.mn.us/CSW/index.html)
File: C:\Users\gprior\DC\ACCDocs\AE2S\05409-2023-008 Otsego WH3 WTP\Project Files\01-Civil\Plan Sheets\CS-SWPPP.dwgPlotted: By: Graham Prior Date: Wednesday, February 25, 2026File: C:\Users\gprior\DC\ACCDocs\AE2S\05409-2023-008 Otsego WH3 WTP\Project Files\01-Civil\Plan Sheets\CS-SWPPP.dwgPROJECT TITLE:PROJECT NO:DATE:ALT. PROJECT NO:SHEET DESIGNATOR: SHEET NO:CLIENT:SHEET TITLE:PREPARED BY:CHECKED BY:APPROVED BY:SYMDATEAPPRSTATUS:Certification of Individual Project Design Disciplines AreIncluded On Their Individual Drawings, RespectivelyAdvanced Engineering and Environmental Services, LLC www.ae2s.comOTSEGO WELLHOUSE NO. 3 WATER TREATMENT PLANTSWPPPCITY OF OTSEGOOTSEGO, MINNESOTAP05409-2023-008C24002FEBRUARY 2026WTPC106LLDLDLFOR BIDDINGLONG TERM OPERATION AND MAINTENANCE:THE CITY WILL BE RESPONSIBLE FOR LONG-TERM OPERATION AND MAINTENANCE OF ALL PERMANENT BMPS ON THE PROJECT.TEMPORARY SEDIMENT BASINS:THE CONTRACTOR MAY USE A TEMPORARY SEDIMENT BASIN DURING THE PROJECT.TEMPORARY SEDIMENT BASIN OUTLETS SHALL BE CONSTRUCTED TO PREVENT SHORT-CIRCUITING AND PREVENT THE DISCHARGEOF FLOATING DEBRIS.BASINS MUST HAVE THE ABILITY TO ALLOW COMPLETE DRAWDOWN, INCLUDE A STABILIZED EMERGENCY OVERFLOW, WITHDRAWWATER FROM THE SURFACE, AND PROVIDE ENERGY DISSIPATION AT THE OUTLET.TEMPORARY SEDIMENT BASINS SHALL BE PROVIDED WITH ENERGY DISSIPATION AT ANY BASIN OUTLET TO PREVENT SOILEROSION.SEDIMENT BASINS MUST BE SITUATED OUTSIDE OF SURFACE WATERS AND ANY BUFFER ZONES, AND MUST BE DESIGNED TOAVOID THE DRAINING OF WATER FROM WETLANDS.TEMPORARY SEDIMENT BASINS SHALL BE CONSTRUCTED AND MADE OPERATIONAL CONCURRENT OR PRIOR TO SOILDISTURBANCE THAT IS UPGRADIENT AND CONTRIBUTES RUNOFF TO THE BASIN.EROSION PREVENTION MEASURES AND TIMING:THE CONTRACTOR IS RESPONSIBLE FOR ALL EROSION PREVENTION MEASURES FOR THE PROJECT.EROSION PREVENTION MEASURES SHOWN ON PLANS ARE THE ABSOLUTE MINIMUM REQUIREMENTS. THE CONTRACTOR SHALLIMPLEMENT ADDITIONAL EROSION PREVENTION MEASURES AS NECESSARY TO PROPERLY MANAGE THE PROJECT AREA.THE CONTRACTOR SHALL PLAN AND IMPLEMENT APPROPRIATE CONSTRUCTION PRACTICES AND CONSTRUCTION PHASING TOMINIMIZE EROSION AND RETAIN VEGETATION WHENEVER POSSIBLE.THE CONTRACTOR SHALL DELINEATE AREAS NOT TO BE DISTURBED AND/OR TO BE PROTECTED WITH FLAGS, STAKES, SIGNS, SILTFENCE, OR OTHER MEANS NECESSARY TO PROTECT THESE AREAS BEFORE CONSTRUCTION BEGINS ON THE SITE.THE CONTRACTOR SHALL STABILIZE OF ALL EXPOSED SOILS IMMEDIATELY TO LIMIT SOIL EROSION. IN NO CASE SHALL ANYEXPOSED AREAS, INCLUDING STOCK PILES, HAVE EXPOSED SOILS FOR MORE THAN 7 DAYS WITHOUT PROVIDING TEMPORARY ORPERMANENT STABILIZATION.DRAINAGE PATHS, DITCHES, AND/OR SWALES SHALL HAVE TEMPORARY OR PERMANENT STABILIZATION WITHIN 24 HOURS OFCONNECTING TO A SURFACE WATER OR 24 HOURS AFTER CONSTRUCTION ACTIVITY IN THE DITCH/SWALE HAS TEMPORARILY ORPERMANENTLY CEASED.THE CONTRACTOR SHALL IMPLEMENT STORMWATER CONVEYANCE CHANNELS WHEN APPROPRIATE TO ROUTE WATER AROUNDUNSTABILIZED AREAS ON SITE TO REDUCE EROSION.THE CONTRACTOR SHALL IMPLEMENT EROSION CONTROL BMPS AND VELOCITY DISSIPATION DEVICES ALONG CONSTRUCTEDSTORMWATER CONVEYANCE CHANNELS AND OUTLETS.THE CONTRACTOR SHALL STABILIZE TEMPORARY AND/OR PERMANENT DRAINAGE DITCHES OR SWALES WITHIN 200 LINEAL FEETFROM PROPERTY EDGE, OR DISCHARGE POINT(S) WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER OR PROPERTYEDGE.TEMPORARY OR PERMANENT DITCHES OR SWALES USED AS A SEDIMENT CONTAINMENT SYSTEM DURING CONSTRUCTION MUSTBE STABILIZED WITHIN 24 HOURS AFTER NO LONGER BEING USED AS A SEDIMENT CONTAINMENT SYSTEM.THE CONTRACTOR SHALL NOT UTILIZE HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILIAR EROSION PREVENTIONPRACTICES AS A FORM OF STABILIZATION FOR TEMPORARY OR PERMANENT DRAINAGE DITCHES OR SWALES.THE CONTRACTOR SHALL ENSURE PIPE OUTLETS HAVE TEMPORARY OR PERMANENT ENERGY DISSIPATION WITH IN 24 HOURS OFCONNECTION TO A SURFACE WATER.THE CONTRACTOR SHALL DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS TO INCREASE SEDIMENT REMOVAL ANDMAXIMIZE STORMWATER INFILTRATION. VELOCITY DISSIPATION DEVICES MUST BE USED TO PREVENT EROSION WHEN DIRECTINGSTORMWATER TO VEGETATED AREAS.SEDIMENT CONTROL MEASURES AND TIMING:THE CONTRACTOR IS RESPONSIBLE FOR ALL SEDIMENT CONTROL MEASURES FOR THE PROJECT.SEDIMENT CONTROL MEASURES SHOWN ON PLANS ARE THE ABSOLUTE MINIMUM REQUIREMENTS. THE CONTRACTOR SHALLIMPLEMENT ADDITIONAL SEDIMENT CONTROL MEASURES AS NECESSARY TO PROPERLY MANAGE THE PROJECT AREA.THE CONTRACTOR SHALL ENSURE SEDIMENT CONTROL MEASURES ARE ESTABLISHED ON ALL DOWN GRADIENT PERIMETERS BEFOREANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN. THESE MEASURES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HASBEEN ESTABLISHED.THE CONTRACTOR SHALL ENSURE THERE ARE NO UNBROKEN SLOPE LENGTHS GREATER THAN 75 FEET ON SLOPES 3:1 OR STEEPER.THE CONTRACTOR SHALL ENSURE SEDIMENT CONTROL PRACTICES REMOVED OR ADJUSTED FOR SHORT-TERM ACTIVITIES BERE-INSTALLED IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY HAS BEEN COMPLETED. SEDIMENT CONTROL PRACTICES MUST BEREINSTALLED BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERM ACTIVITY IS NOT COMPLETE.THE CONTRACTOR SHALL ENSURE STORM DRAIN INLETS AND CULVERT INLETS ARE PROTECTED BY APPROPRIATE BMPS DURINGCONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAS BEEN STABILIZED. INLET AND CULVERTPROTECTION SHALL CONFORM TO THE 2020 MNDOT SPECIFICATIONS 2573.THE CONTRACTOR SHALL ENSURE STOCK PILES ARE PROVIDED WITH AN EFFECTIVE SEDIMENT PERIMETER CONTROL PRIOR TO THEINITIATION OF STOCKPILLING AND STOCK PILES SHALL NOT BE PLACED IN ANY TYPE OF SURFACE WATER OR NATURAL BUFFER.THE CONTRACTOR SHALL INSTALL PERIMETER CONTROL AROUND ALL STAGING AREAS, BORROW PITS, AND AREAS CONSIDEREDENVIRONMENTALLY SENSITIVE.THE CONTRACTOR SHALL ENSURE VEHICLE TRACKING BE MINIMIZED WITH EFFECTIVE BMPS. WHERE THE BMPS FAIL TO PREVENTSEDIMENT FROM TRACKING ONTO STREETS THE CONTRACTOR SHALL CONDUCT STREET SWEEPING TO REMOVE ALL TRACKEDSEDIMENT.THE CONTRACTOR SHALL IMPLEMENT CONSTRUCTION PRACTICES TO MINIMIZE SOIL COMPACTION.SEDIMENT CONTROL BMP SUMMARY:SEE EROSION CONTROL PLANS AND BID FORM FOR TYPE, LOCATION, AND QUANTITY OF SEDIMENT CONTROL BMPS.EROSION PREVENTION BMP SUMMARY:SEE EROSION AND SEDIMENT CONTROL PLAN SHEETS AND BID FORM FOR TYPE, LOCATION, AND QUANTITY OF EROSION PREVENTIONBMPS.DEWATERING AND BASIN DRAINING ACTIVITIES:THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL DEWATERING AND SURFACE DRAINAGE REGULATIONS. DISCHARGEDIRECTLY INTO A SURFACE WATER IS NOT ALLOWED WITHOUT PRETREATING PRIOR TO DISCHARGEWATER FROM DEWATERING ACTIVITIES SHALL DISCHARGE TO A SEDIMENT CONTROL DESIGNED TO PREVENT DISCHARGES WITHVISIBLE TURBIDITY.DISCHARGE THAT CONTAINS OIL OR GREASE MUST BE TREATED WITH AN OIL-WATER SEPARATOR OR SUITABLE FILTRATION DEVICEPRIOR TO DISCHARGE.DISCHARGE POINTS SHALL BE PROTECTED FROM EROSION AND SCOUR.DISCHARGE WATER SHALL BE DISPERSED OVER AN ACCEPTED ENERGY DISSIPATION MEASURE.WATER FROM DEWATERING SHALL BE DISCHARGED IN A MANNER THAN DOES NOT CAUSE NUISANCE CONDITIONS, EROSION, ORINUNDATION OF WETLANDS.INSPECTION AND MAINTENANCE:ALL INSPECTIONS, MAINTENANCE, REPAIRS, REPLACEMENTS, AND REMOVAL OF BMPS ARE INCIDENTAL TO THE EROSION CONTROL BID ITEMS.THE CONTRACTOR IS RESPONSIBLE FOR COMPLETING SITE INSPECTIONS, AND BMP MAINTENANCE TO ENSURE COMPLIANCE WITH THE PERMIT REQUIREMENTS.THE CONTRACTOR SHALL INSPECT THE CONSTRUCTION SITE ONCE EVERY 7 DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN0.5 INCHES IN 24 HOURS.THE CONTRACTOR SHALL DOCUMENT A WRITTEN SUMMARY OF ALL INSPECTIONS AND MAINTENANCE ACTIVITIES CONDUCTED WITHIN 24 HOURS OF OCCURRENCE. RECORDS OFEACH ACTIVITY SHALL INCLUDE THE FOLLOWING:-DATE AND TIME OF INSPECTIONS-NAME OF PERSON(S) CONDUCTING INSPECTION-FINDINGS AND RECOMMENDATIONS FOR CORRECTIVE ACTIONS IF NECESSARY-CORRECTIVE ACTIONS TAKEN-DATE AND AMOUNT OF RAINFALL EVENTS-POINTS OF DISCHARGE OBSERVED DURING INSPECTION AND DESCRIPTION OF THE DISCHARGE-AMENDMENTS MADE TO THE SWPPP-PHOTOGRAPHS OF ALL DEWATERING ACTIVITIES-DOCUMENTATION OF NUISANCE CONDITIONSTHE CONTRACTOR SHALL SUBMIT A COPY OF THE WRITTEN INSPECTIONS TO THE ENGINEER AND OWNER ON A MONTHLY BASIS. IF MONTHLY INSPECTION REPORTS ARE NOTSUBMITTED, MONTHLY PAYMENTS MAY BE HELD.THE CONTRACTOR SHALL KEEP THE SWPPP, ALL INSPECTION REPORTS, AND AMENDMENTS ONSITE.THE CONTRACTOR SHALL DESIGNATE A SPECIFIC ONSITE LOCATION TO KEEP THE RECORDSTHE CONTRACTOR IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY BMP'S, AS WELL AS EROSION AND SEDIMENTCONTROL BMP'S.THE CONTRACTOR SHALL INSPECT EROSION PREVENTION AND SEDIMENTATION CONTROL BMPS TO ENSURE INTEGRITY AND EFFECTIVENESS. ALL NONFUNCTIONAL BMPS SHALL BEREPAIRED, REPLACED, OR SUPPLEMENTED WITH FUNCTIONAL BMPS WITHIN 24 HOURS OF FINDING. THE CONTRACTOR SHALL INVESTIGATE AND COMPLY WITH THE FOLLOWINGINSPECTION AND MAINTENANCE REQUIREMENTS:PERIMETER CONTROL DEVICES, INCLUDING SILT FENCE, SHALL BE REPAIRED OR REPLACED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/3 OF THE DEVICEHEIGHT. THESE REPAIRS SHALL BE MADE WITHIN 24 HOURS OF DISCOVERY.TEMPORARY AND PERMANENT SEDIMENT BASINS SHALL BE DRAINED AND THE SEDIMENT REMOVED WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 12 THESTORAGE VOLUME. DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY.SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS, MUST BE INSPECTED FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION. THE CONTRACTORSHALL REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGEWAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS. THE CONTRACTORSHALL RE-STABLIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN 7 DAYS OF DISCOVERY, UNLESSPRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL CONSTRAINTS. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIESAND OBTAIN ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK IN SURFACE WATERS.CONSTRUCTION SITE VEHICLE EXIT LOCATIONS SHALL BE INSPECTED DAILY FOR EVIDENCE OF SEDIMENT TRACKING ONTO PAVED SURFACES. TRACKED SEDIMENT MUST BEREMOVED FROM ALL PAVED SURFACES WITHIN 24 HOURS OF DISCOVERY.IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED IN A MANOR AND AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITEIMPACTS.POLLUTION PREVENTION MANAGEMENT MEASURES:THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL POLLUTION PREVENTION MANAGEMENT MEASURES.ALL POLLUTION PREVENTION MEASURES ARE CONSIDERED INCIDENTAL TO THE MOBILIZATION BID ITEM, UNLESS OTHERWISE NOTED.THE CONTRACTOR IS RESPONSIBLE FOR INFORMING ALL VISITORS AND/OR PERSONNEL ON-SITE OF THE POLLUTION PREVENTION MANAGEMENT MEASURESTHE CONTRACTOR IS RESPONSIBLE FOR THE PROPER DISPOSAL, IN COMPLIANCE WITH MPCA DISPOSAL REQUIREMENTS, OF ALL HAZARDOUS MATERIALS, SOLID WASTE, ANDPRODUCTS ON-SITE.THE CONTRACTOR SHALL ENSURE CONSTRUCTION MATERIALS THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS ARE KEPT UNDER COVER TO PREVENT THE DISCHARGE OFPOLLUTANTS.THE CONTRACTOR SHALL ENSURE PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICALS, AND LANDSCAPE MATERIALS ARE COVERED TO PREVENT THEDISCHARGE OF POLLUTANTS.THE CONTRACTOR SHALL ENSURE HAZARDOUS MATERIALS AND TOXIC WASTE IS PROPERLY STORED IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS, OR OTHER DISCHARGE.STORAGE AND DISPOSAL OF HAZARDOUS WASTE OR HAZARDOUS MATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT ASAPPLICABLE.THE CONTRACTOR SHALL ENSURE ASPHALT SUBSTANCES USED ON-SITE ARE APPLIED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.THE CONTRACTOR SHALL ENSURE PAINT CONTAINERS AND CURING COMPOUNDS BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE. EXCESS PAINT AND/OR CURINGCOMPOUNDS SHALL NOT BE DISCHARGED INTO THE STORM SEWER SYSTEM AND SHALL BE PROPERLY DISPOSED OF ACCORDING TO MANUFACTURE'S INSTRUCTION.THE CONTRACTOR SHALL ENSURE SOLID WASTE BE STORED, COLLECTED AND DISPOSED OF PROPERLY IN COMPLIANCE WITH MINN. R. CH. 7035.THE CONTRACTOR SHALL ENSURE PORTABLE TOILETS ARE POSITIONED SO THAT THEY ARE SECURE AND WILL NOT BE TIPPED OR KNOCKED OVER. SANITARY WASTE MUST BEDISPOSED OF PROPERLY IN ACCORDANCE WITH MINN. R, CH. 7041.THE CONTRACTOR SHALL MONITOR ALL VEHICLES ON-SITE FOR LEAKS AND RECEIVE REGULAR PREVENTION MAINTENANCE TO REDUCE THE CHANCE OF LEEKAGE.EXTERNAL WASHING OF TRUCKS AND OTHER CONSTRUCTION VEHICLES AND ENGINE DEGREASING ARE PROHIBITED AT THE CONSTRUCTION SITE.THE CONTRACTOR SHALL ENSURE NO WASHOUT WASTE CONTACTS THE GROUND AND BE PROPERLY DISPOSED OF IN COMPLIANCE WITH MPCA RULES.THE CONTRACTOR SHALL INCLUDE SPILL KITS WITH ALL FUELING SOURCES AND MAINTENANCE ACTIVITIES. SECONDARY CONTAINMENT MEASURES SHALL BE INSTALLED ANDMAINTAINED BY THE CONTRACTOR.THE CONTRACTOR SHALL ENSURE SPILLS ARE CONTAINED AND CLEANED UP IMMEDIATELY UPON DISCOVERY. SPILLS LARGE ENOUGH TO REACH THE STORM WATER CONVEYANCESYSTEM SHALL BE REPORTED TO THE MINNESOTA DUTY OFFICER AT 1.800.422.0798.FINAL STABILIZATION:THE CONTRACTOR IS RESPONSIBLE FOR ENSURING FINAL STABILIZATION OF THE ENTIRE SITE. FINAL STABILIZATION INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING:ALL SOIL DISTURBING ACTIVITIES HAVE BEEN COMPLETED.ALL EXPOSED SOILS HAVE BEEN UNIFORMLY STABILIZED WITH AT LEAST 70% VEGETATION COVERAGE.ALL DRAINAGE DITCHES, BASINS, AND ALL STORM WATER CONVEYANCE SYSTEMS HAVE BEEN CLEARED OF SEDIMENT AND STABILIZED WITH PERMANENT COVER.ALL TEMPORARY BMPS HAVE BEEN REMOVED AND PROPERLY DISPOSED OF.FINAL STABILIZATION SHALL BE PERFORMED IN ACCORDANCE WITH MNDOT 2020 SPECIFICATION 2575
SSMSTPBMH: 25FTPCMH: 25FTPCMH: 25FTPBMH: 25FTPAMH: 25FTPBMH: 25FTPBMH: 25FTPAMH: 25FT2.02.13.1 2.92.2 2.3 1.9 1.61.5 1.43.5 3.23.2 2.6 1.9 1.8 1.8 1.7 3.3 2.93.7 2.5 2.5 2.5 2.1 2.1 3.7 3.13.0 2.6 3.3 3.0 2.6 2.3 3.8 3.14.13.3 3.4 3.3 2.8 2.4 3.6 3.24.9 4.1 3.3 3.1 2.7 2.3 3.9 3.54.8 4.6 3.5 2.9 2.6 2.3 3.5 3.34.9 4.3 3.3 3.0 2.7 2.5 2.7 2.74.6 3.6 3.5 3.3 2.9 2.7 2.5 2.5 1.81.5 1.41.31.4 1.4 1.41.3 1.2 1.0 1.01.11.3 1.6 1.83.3 3.1 3.7 3.5 2.9 2.6 2.4 2.3 1.9 1.8 1.8 1.9 1.9 2.1 2.0 1.9 1.7 1.4 1.3 1.4 1.7 2.1 2.44.43.5 3.5 3.4 2.8 2.4 2.2 2.3 2.1 2.2 2.3 2.4 2.4 2.4 2.7 2.5 2.3 2.3 2.0 1.91.72.2 2.6 3.1 2.9 2.34.9 4.2 3.3 3.0 2.6 2.3 2.1 2.3 2.2 2.5 3.0 3.1 2.9 2.8 3.2 3.0 2.8 3.0 2.9 2.5 2.1 2.6 3.3 3.6 3.4 3.24.84.53.5 2.9 2.5 2.1 2.2 2.6 2.7 2.8 2.5 2.6 3.2 3.64.13.9 3.4 2.7 2.4 2.5 2.7 3.1 3.64.43.4 3.04.8 4.1 3.2 3.0 2.5 2.1 2.2 2.8 3.7 4.4 3.9 3.8 4.8 5.0 4.7 4.9 5.1 4.2 3.5 4.1 4.2 3.8 3.7 4.3 3.3 3.34.2 3.2 3.2 3.1 2.4 2.0 2.3 3.0 4.25.75.85.46.4 5.95.1 5.46.3 6.2 5.0 5.95.1 4.14.04.73.4 3.42.8 2.5 3.1 2.9 2.2 1.8 2.1 2.7 3.8 4.7 4.4 4.2 5.2 5.2 4.7 5.0 5.4 4.8 3.9 4.7 4.5 3.8 3.6 4.4 3.1 3.13.5 2.3 2.3 2.3 1.81.52.0 2.5 2.9 3.0 2.5 2.7 3.5 4.0 4.3 4.2 3.8 2.9 2.5 2.7 3.0 3.3 3.74.13.6 3.13.3 2.5 1.7 1.7 1.4 1.3 1.4 1.8 2.1 2.0 2.3 2.9 3.1 2.9 3.0 3.4 3.2 2.9 3.0 3.0 2.5 2.2 2.7 3.2 3.5 3.3 2.92.3 2.2 1.81.5 1.41.3 1.3 1.6 1.81.72.0 2.3 2.5 2.5 2.5 2.8 2.7 2.4 2.5 2.2 2.1 1.8 2.2 2.5 2.81.6 1.4 1.3 1.3 1.5 1.5 1.6 1.7 1.8 2.0 2.1 2.3 2.2 2.0 1.8 1.5 1.5 1.5 1.7 2.0 2.21.1 1.11.2 1.3 1.3 1.3 1.3 1.3 1.31.51.6 1.6 1.61.51.31.1 1.1 1.11.3 1.6 1.61.2 1.31.41.61.51.21.7 2.0 1.8 1.32.6 2.6 2.31.43.2 3.0 2.7 1.83.0 2.8 3.1 1.63.1 2.7 3.0 1.63.2 2.8 3.21.72.8 2.6 3.0 1.53.0 2.9 2.91.72.9 2.7 2.3 1.51.9 2.1 1.81.11.1 1.4 1.2 0.91.21.52.12.52.42.72.52.72.62.21.9 1.5 1.2 1.0 1.1 1.1 1.1 1.1 1.0 0.9 0.8 0.9 1.0 1.2 1.4 1.4 1.1 0.61.6 0.82.2 1.11" = 20'-0"FLOOR NUMBER - LIGHTING LAYOUT PLAN1LDE-1.1SITE LIGHTING LAYOUTPHOTOMETRICDrawn BySheet No.Job No.ScaleTitleChecked ByIssueNo. DateDateCommercial Lighting Industries81161 Indio Boulevard, Indio, CA 92201Tel: 800-755-0155 | Fax: 760-262-3940ALL PLANS AND SPECIFICATIONS ARE THE PROPERTY OFCOMMERCIAL LIGHTING IND. DO NOT SCALE DRAWINGS.ALL MEASUREMENTS MUST BE CHECKED ON SITE BYTHE CONTRACTORS AND ANY DISCREPANCIES BROUGHTTO THE ATTENTION OF THE DESIGNER OR ARCHITECT.AS SHOWN 03.26.2026S.S. I.D.0. 03.26.202685TH STREET NEOTSEGO, MNFOSSSWIM SCHOOLCalculation SummaryLabel CalcTypeDriveway & ParkingSidewalkIlluminanceIlluminanceUnitsFcFcAvg2.751.51Max6.42.7Min0.90.6Avg/Min3.062.52Max/Min7.114.50