Item 3.2 5650 Queen Site and Building Plan Review3601 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
REPORT DATE: 2 Apri 2026
60-DAY DATE: 3 May 2026
RE: Otsego – 5650 Queens Avenue; Site and Building Plan Review
TPC FILE: 101.02
BACKGROUND
Canvas Craft is proposing expansion of the existing 6,674 industrial building built in 1969
located at 5660 Queens Avenue. The subject property is located on the east side of Queens
Avenue north of CSAH 36. The proposed 12,900 square foot addition requires consideration of
a Site and Building Plan Review application.
The subject property is also zoned R3, Residential Long Range Urban Service Area, which is not
consistent with the land uses guided by the 2023 Comprehensive Plan or the existing use of the
property. Amendment of the Zoning Map to designate the property as I3, Special Industrial
District has been requested concurrent with the Site and Building Plan Review application.
A public hearing is to be held by the Planning Commission on 6 April 2026 at 7:00PM to
consider the applications.
Exhibits:
Site Location Map
Future Land Use Plan map
Architectural plans dated 04/02/26 (3 sheets)
Civil plans dated February, 2026 (8 sheets)
Item 3.2
2
ANALYSIS
Zoning. The subject site is zoned R3, Residential Long Range Urban Service District although the
property has been developed with an industrial building since the property was annexed to
Otsego from Frankfort Township in 1994. The property is proposed to be rezoned to I3, Special
Industrial District to allow the existing and proposed expanded industrial use of the property.
Planning Commission consideration of the Zoning Map amendment is to be based upon, but
not limited to, the criterial 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 2023 Comprehensive Plan guides the subject site for industrial uses
within the East Sewer District. The industrial development guided for the subject site is to
be smaller scale buildings and low intensity uses similar with the character of existing
industrial uses in the area that were established prior to the area being annexed to the
City in 1994. The industrial use of the subject property is consistent with the Future
Land Use Plan and policies for development within this area of the City.
2. The proposed use's compatibility with present and future land uses of the area.
Comment: The subject property is surrounded by the existing and planned uses shown in
the table below. The existing and proposed building create a visual barrier of the active
portion of the property from view from the north. The residential uses to the north and
southeast the subject property also have established tree lines that screen their view of
the property, but plantings within the property need to be added to provide more
screening of the industrial use from the surrounding residential properties.
Direction Land Use Plan Zoning Map Existing Use
North LD Residential LL R-3 District Single family dwellings
East LD Residential LL R-3 District Single family dwellings
South Industrial I-3 District
R-3 District
Multiple tenant industrial
Single family dwellings
West Industrial I-3 District Manufacturing (Canvas Craft)
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 construction will be required to comply with the applicable
performance standards of the Zoning Ordinance and Engineering Manual.
4. Traffic generation of the proposed use in relation to capabilities of streets serving the
property.
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Comment: The subject site is accessed from Queens Avenue, which is designated by the
2023 Comprehensive Plan as a Commercial/Industrial Collector Street. The existing
roadway has adequate capacity to accommodate traffic that will be generated by the
expanded use of the subject property as proposed.
5. The proposed use can be accommodated by existing public services and facilities and
will not overburden the City's service capacity.
Comment: The proposed use is within the East Sewer District where urban uses are
guided based on available infrastructure. The proposed expansion of the existing use
does not require connection to City utilities. The development of the subject site will not
impact City service capabilities.
Building Finish. Section 11-17-4.E.3 of the Zoning Ordinance establishes exterior finish
requirements for buildings within the I-3 District, which includes allowance of steel siding for
principal buildings based on the use of this material for buildings constructed prior to the area
being annexed to the City. The existing building is vertical seam steel siding with metal roofing
and the submitted building elevation plan for the expansion illustrates the same in two shades
of gray. The exterior materials used for the building expansion comply with the Zoning
Ordinance.
Building Height. Principal buildings within the I-3 District are limited to a height of 35 feet by
Section 11-87-9 of the Zoning Ordinance. The building expansion is 22 feet in height measured
to the midpoint of the pitched roof, which complies with the provisions of the Zoning
Ordinance.
Lot Requirements. Section 11-87-7 of the Zoning Ordinance requires lots within the I-3 District
to be a minimum of one acre in area and 200 feet in width. The subject property is an existing
lot of record that is 3.13 acres in area and measures approximately 210 feet in width along
Queens Avenue. The lot complies with the minimum area and width requirements of the I-3
District.
Lot Coverage. Section 11-87-8 of the Zoning Ordinance limits building coverage to 30 percent
and all impervious coverage within the subject site to 70 percent of the lot area.
The expansion of the existing building having a 6,400 square foot footprint by 12,900
square feet will result in a total area of 19,135 square feet. The expanded building will
cover 14.2 percent of the lot area.
The site plan identifies the proposed total impervious surfaces as 63,830 square feet or
46.8 percent of the lot area.
The site plan complies with the lot coverage limits established by the Zoning Ordinance
properties within the I3 District
4
Setbacks. The table below indicates the I-3 District setbacks measured set forth by Section 11-
87-8 of the Zoning Ordinance measured to the closest lot line applicable to the proposed
expanded principal building. The location of the proposed buildings complies with the required
setbacks of the I-3 District.
Front
(Queens Ave.)
Side Rear
(East) North South
Required 30ft. 10ft. 10ft. 20ft.
Proposed 30ft. 33ft. 125ft. 65ft.
Access. The subject site is to be accessed an existing driveway from Queens Avenue. Queens
Avenue is an unplatted roadway that exists by easement that is shown as 33 feet wide
measured from the centerline. The developer should provide a roadway easement to the City
for the full 40 foot width of the right-of-way required for an industrial street in accordance with
the transportation plan to allow for future expansion.
The access is setback 20 feet from the south property line and 60 feet from the next property
access to the south. To the north, the access is setback 155 feet from the north lot line and 295
feet from the Queens Avenue and 58th Street intersection. Section 11-21-6.B of the Zoning
Ordinance requires 200 feet spacing between driveways based on the major collector
designation for Queens Avenue established by the Transportation Plan making the location
non-conforming. Section 11-21-6.B.2 of the Zoning Ordinance allows the City Engineer to
approve exceptions to the spacing requirements when alternative access is not available.
The location of the access is not proposed to be altered and its use for the expanded building
will not negatively impact traffic movement on Queens Avenue.
Section 11-21-6.C.2 of the Zoning Ordinance limits driveway widths for industrial uses to 24 feet
unless additional width is required for traffic circulation needs. The site plan illustrates that the
proposed access is to be 32 feet wide. The width of the proposed access is to be subject to
review and approval of the City Engineer.
Off-Street Parking. Section 11-21-5.B of the Zoning Ordinance requires off-street parking
spaces, drive aisles, and loading areas to be setback a minimum of 15-feet from public rights-of-
way and five-feet from side or rear lot lines. The proposed off-street parking areas comply with
these requirements.
The calculation of required off-street parking based on the requirements of Section 11-21-8 of
the Zoning Ordinance is outlined below. The use of the building is limited to manufacturing and
warehouse space with other functions related to Canvas Craft’s operations located in the
building at 5781 Queens Avenue.
5
Use Gross Area Ne Area Requirement Required
Stalls
Office 424sf. 382sf. 1 space/200sf. 2
Warehouse 2,650sf. 11,610sf. 1 space/1,000sf. 12
Total 14
Based on the use space within the building, 14 parking spaces are required and the site plan
provides for 20 off-street parking spaces. There are two van accessible parking spaces provided
in accordance with the Americans with Disabilities Act. There is area within the site to add
additional off-street parking if the use of the building should change.
The parking spaces are designed as 9-feet wide by 20-feet deep that are accessed by drive aisles
that are more than 24 feet wide, which complies with the dimensions required by Section 11-
21-7.A and B of the Zoning Ordinance. The off-street drive aisles and parking areas are to be
surfaced with asphalt surrounded by perimeter concrete curb as required by Section 11-21-
7.C.3 and D of the Zoning Ordinance. The construction details for the off-street parking area are
subject to review and approval of the City Engineer.
Landscaping. The developer has not submitted a landscape plan as required by Section 11-19-
2.B of the Zoning Ordinance; the submitted plan provide only for seeding disturbed areas of the
subject property not taken up by building or off-street parking areas. City staff recommends
that a landscape plan be provided to plant a mix of shade and evergreen trees along the east
and south property lines abutting the adjacent residential lots to add screening to the existing
vegetation in place on those properties.
Waste Storage. The submitted plans do not indicate area(s) storage of waste and recycling
containers. Waste must either be stored indoors or if exterior containers are to be used, an
enclosure meeting the requirements of Section 11-18-4.C of the Zoning Ordinance is required.
The location, materials, and construction of any exterior waste storage enclosure is to be
subject to review of the Zoning Administrator.
Signs. The submitted plans do not detail any proposed signs on the property. Any signs to be
installed upon the property must comply with Chapter 37 of the Zoning Ordinance. A sign
permit is required to be approved prior to placement of any signs upon the property.
w and approval of the Zoning Administrator.
Exterior Lighting. Section 11-16-6.C.3 of the Zoning Ordinance establishes performance
standards for exterior lighting. The submitted plans do not indicate proposed exterior lighting.
Any lighting that is to be installed must have a 90-degree horizontal cut-off to be cast down at
the ground and directed so as to not cast light at the property lines or public streets. A
photometric lighting plan must be submitted with application for a building permit and all
exterior lighting is to be subject to review and approval by the Zoning Administrator.
6
Utilities. The subject site is within the East Sewer District, but water and sewer utilities are not
available at the property. The existing building is served by an on-site private well and
Subsurface Sewage Treatment System (septic). The existing well and Subsurface Sewage
Treatment System, and any required improvements thereof, are subject to review and approval
of the Building Official concurrent with a building permit application.
Grading Plan. The developer has submitted grading, drainage, and erosion control plans for the
development of the subject property. Stormwater from the expanded building and off-street
parking area is required to be managed so that post construction runoff is not greater than
existing conditions. All grading, drainage, wetland impacts, and erosion control issues are to be
subject to review and approval of the City Engineer.
Site Improvement Performance Agreement. Section 11-9-7 of the Zoning Ordinance requires
that the developer enter into a site improvement performance agreement (SIPA) with the City
to provide for construction of the project, completion of public improvements, required
securities, and payment of fees. The SIPA is to be executed by the developer prior to approval
by resolution of the City Council and recorded with the property.
RECOMMENDATION
City staff recommends approval the Zoning Map amendment and Site and Building Plan Review
applications subject to the conditions as stated below.
POSSIBLE ACTIONS
Motion to recommend approval of a Zoning Map amendment and Site and Building Plans for
the property at 5650 Queens Avenue, 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 property owner shall dedicate a right-of-way easement for the east 50 feet of
Queens Avenue, subject to review and approval of the City Engineer.
3. The design and construction plans for access from Queens Avenue and off-street
parking areas shall be subject to review and approval of the City Engineer.
4. A landscape plan shall be submitted as required by Section 11-19-2.B of the Zoning
Ordinance and is subject to review and approval of the Zoning Administrator addressing:
7
a. Planting a mix of evergreen and shade trees along lot lines abutting residentially
zoning properties meeting the screening requirements of Section 11-19-3 of the
Zoning Ordinance.
b. Any landscape areas shall be irrigated in compliance with Section 5-2-8.C.2 of the
City Code.
5. A photometric lighting plan shall be submitted and all exterior lighting shall comply with
Section 11-16-6 of the Zoning Ordinance, subject to review and approval of the Zoning
Administrator.
6. Any exterior storage of waste and recycling containers shall comply with of Section 11-
18-4.C of the Zoning Ordinance, subject to review and approval of the Zoning
Administrator.
7. All signs shall comply with Section 37 of the Zoning Ordinance, subject to review and
approval of the Zoning Administrator.
8. All utility issues shall be subject to review and approval of the Building Official.
9. All grading, drainage, and erosion control issues shall be subject to review and approval
of the City Engineer.
10. The developer shall enter into a Site Improvement Performance Agreement as required
Section 11-9-7 of the Zoning Ordinance, subject to review by the City Attorney and
approval of the City Council.
c. Adam Flaherty, City Administrator/Finance Director
Audra Etzel, City Clerk
Ron Wagner, City Engineer
Jason Coombe, Building Official
David Kendall, City Attorney
SIte Location Map
Canvas Craft - 5650 Queens Avenue
518 ft
Overview
Legend
Highways
Interstate
State Highway
US Highway
Roads
City/Township Limits
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Parcels
NWI (DNR)
456738456738456742456742456742456742456736456739456739456739456719456719§¨¦94456737456718EF137456738FUTURE LAND USE PLAN00.510.25MilesÉK:\cad_eng\PROJECTS\GIS\TPC\Otsego\Comprensive Plan 2012\Future Land Use MapDISCLAIMER:This product is for informational purposes and may not have beenprepared for, or be suitable for legal, engineering, or surveyingpurposes. Users of this information should review or consult theprimary data and information sources to ascertain the usabilityof the information. LEGENDPlanning DistrictsRuralRural ResidentialLD Residential (Large Lot)LD ResidentialLMD ResidentialMHD ResidentialMixed UseCommercialOfficeIndustrialLight IndustrialPublic/Quasi PublicCOMPREHENSIVE PLAN 2023ADOPTED:AMENDED:Res 2023-52,14 Aug 23Res 2024-52, 22 Jul 24
NO SCALECIVIL & SURVEY PLANS PREPARED BY:DESCRIPTIONDATENO.REVFEBRUARY, 2026PRELIMINARY PLANSCITY OF OTSEGO, WRIGHT COUNTY, MNCANVAS CRAFT5650 QUEENS AVE NECANVAS CRAFTVICINITY MAPWRIGHT COUNTY, MINNESOTA4:00 PM W:\Projects\Canvas Craft-FFILLC-51215\2026-10011\25-0463.00 Canvas Craft\Civil\CAD Files\25-0463 CoverSWPPPDetails.dwg2/20/2026 58th St NEPRIVATE UTILITIES SHOWN ARE QUALITY LEVEL D.QUALITY LEVEL D PROVIDES THE MOST BASIC LEVEL OF INFORMATION. IT INVOLVESCOLLECTING DATA FROM EXISTING UTILITY RECORDS. RECORDS MAY INCLUDE AS-BUILTDRAWINGS, DISTRIBUTION AND SERVICES MAPS, EXISTING GEOGRAPHIC INFORMATIONSYSTEM DATABASES, CONSTRUCTION PLANS, ETC.Sheet List TableSheet NumberSheet TitleCoverC1Removals PlanC2Site PlanC3Grading PlanC4Erosion Control PlanC5SWPPP NarrativeC6DetailsC7DetailsPROJECT LOCATION59th St NE61st St NEQueens Ave NEQui
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NEHwy 101Queens Ave NEQuam Ave N
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Quale Ave NE57th St NEQuilley Ave NE
59th St NEN
QUEENS AVE NE
PROTECT UNDERGROUND UTILITIESSAWCUT 58 LFPROTECT UTILITYREMOVE ± 0.08 ACRES OF BITUMINOUSREMOVE ± 0.42 ACRES OF GRAVELREMOVE ± 0.42 ACRES OF GRAVELREMOVE ± 744 OF CONCRETEREMOVE BUILDINGDEMOLITIONCALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL REMOVALS PLANC14:00 PM W:\Projects\Canvas Craft-FFILLC-51215\2026-10011\25-0463.00 Canvas Craft\Civil\CAD Files\25-0463 Demo.dwg2/20/2026
DEMOLITION GENERAL NOTES:1.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM OR COORDINATE ALLUTILITY CONNECTIONS AND RELOCATIONS FROM EXISTING UTILITY LOCATIONS TO THEPROPOSED BUILDING, AS WELL AS TO ALL ON-SITE AMENITIES. THESE CONNECTIONSINCLUDE BUT ARE NOT LIMITED TO WATER, SANITARY SEWER, UNDERGROUND GAS,ETC.2.THE CONNECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH STATE AND LOCALSTANDARD SPECIFICATIONS FOR CONSTRUCTION. UTILITY CONNECTIONS(UNDERGROUND GAS, WATERMAIN, AND STORM SEWER) MAY REQUIRE A PERMIT FROMTHE CITY.3.THE CONTRACTOR SHALL VERIFY THE ELEVATIONS AT PROPOSED CONNECTIONS TOEXISTING UTILITIES PRIOR TO ANY DEMOLITION.4.CONTRACTOR SHALL COORDINATE WITH THE CITY OF OTSEGO FOR ALL UTILITYDISCONNECTIONS, SERVICE TERMINATIONS AND REMOVALS. CONTRACTOR SHALLCOORDINATE UTILITY DISCONNECTIONS AND RELOCATIONS WITH THE UTILITYPROVIDERS PRIOR TO THE START OF CONSTRUCTION. ALL SERVICECONNECTIONS/DISCONNECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH STATEAND LOCAL STANDARD SPECIFICATIONS FOR CONSTRUCTION. CONTRACTOR SHALLOBTAIN ALL NECESSARY STATE AND LOCAL PERMITS NECESSARY FOR UTILITYCONSTRUCTION AND WORK WITHIN ADJACENT RIGHT-OF-WAYS.5.IF DEWATERING IS REQUIRED FOR THIS PROJECT, THE PUMP DISCHARGE SHALL BETREATED PRIOR TO BEING DISCHARGED OFF-SITE OR INTO A SURFACE WATER. THEDISCHARGE SHALL BE VISUALLY CHECKED TO ENSURE THAT IT IS VISIBLY CLEANWATER.6.CONTRACTOR SHALL PROTECT UTILITIES, STRUCTURES AND TREES (NOTED AND NOTNOTED) TO REMAIN AND SHALL BE RESPONSIBLE TO REPAIR DAMAGES TO ANYFEATURES TO REMAIN.7.TREES 6" AND LARGER AND OTHER NOTABLE VEGETATION WERE IDENTIFIED ANDLOCATED DURING THE COURSE OF THE SURVEY. CONTRACTOR SHALL FIELD VERIFYTHE EXISTING CONDITIONS OF THE PROJECT AREA AND REMOVE ALL TREES NOTDESIGNATED TO BE SAVED AND PROTECTED. ALL TREES, DEBRIS, ROOTS, BOULDERSAND TOPSOIL SHALL BE REMOVED FROM THE SITE.REMOVE PAVEMENT SECTION (AS INDICATED).REMOVE EXISTING CONCRETE (AS INDICATED)LEGEND:SAW-CUTSCALE:0'30'60'1"=30'DESCRIPTIONDATENO.
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DWG FILE:
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City of Otsego, Wright County, MN
02/20/2026
2026-10011
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SHALLOW INFILTRATION BASINSHALLOW INFILTRATION BASINRAIN GUARDIAN TURRETRAIN GUARDIAN TURRETPROPOSED WING 360' X 200'PRO. WING 230' X 30'ASPHALT PAVEMENTCONCRETE ENTRANCE90.0'B612 CURB & GUTTERD412 CURB & GUTTERLOADING DOCK RETAINING WALLW/ RAILING12466R
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'5.0'9.0'25.0'9.0'PAVEMENT MARKINGS ON CONCRETEADA PARKING SIGNAGE (TYP.)CONCRETE APRON6.0'30.0'28.6'24.0'R=30'L=47.6'121.8'R=50'L=78.5'19.5'509.1'R=25.5'L=40.1'67.5'33.2'34.7'65.2'CALL 48 HOURS BEFORE DIGGING:TWIN CITY AREA 651-454-0002MINNESOTA TOLL FREE 1-800-252-1166 GOPHER STATE ONE CALL SITE BASE
SITE PLANC24:00 PM W:\Projects\Canvas Craft-FFILLC-51215\2026-10011\25-0463.00 Canvas Craft\Civil\CAD Files\25-0463 Site Plan.dwg2/20/2026
PROPOSED CONCRETE PAVEMENTPROPOSED TURF ESTABLISHMENTPROPOSED ASPHALT PAVEMENTCONCRETE CURB AND GUTTER - B612LEGEND:SITE PLAN NOTES:1.PAINTED PAVEMENT MARKING DIMENSIONS ARE SHOWN TO FACEOF CURB. ALL OTHER DIMENSIONS ARE SHOWN TO BACK OF CURB.2.ALL CONCRETE RAMPS, SIDEWALKS AND ACCESSIBLEHANDICAPPED PARKING STALLS TO CONFORM TO CURRENT A.D.A.REQUIREMENTS.3.CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICALLOCATION OF EXISTING UTILITIES PRIOR TO START OFCONSTRUCTION.4.CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURESPRIOR TO THE START OF CONSTRUCTION.5.CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLECITY, COUNTY AND STATE REGULATIONS.6.SITE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PLANSAPPROVED BY THE CITY.7.LANDSCAPING AND TURF ESTABLISHMENT PER LANDSCAPE PLANS& SPECIFICATIONS.8.ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARENOT DESIGNATED TO BE PAVED OR RECEIVE AGLIME, SHALLRECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SEEDED ORSODDED. REFER TO THE EROSION CONTROL PLAN FOR SOD ANDSEED LOCATIONS. ALL OTHER AREAS DISTURBED BYCONSTRUCTION NOT SPECIFICALLY IDENTIFIED TO RECEIVE ACERTAIN SEED MIX SHALL BE MIXED WITH SEED MIX 25-131.9.WHERE NEW SOD MEETS EXISTING SOD, EXISTING SOD EDGESHALL BE CUT TO ALLOW FOR A CONSISTENT, UNIFORM STRAIGHTEDGE. JAGGED OR UNEVEN EDGES WILL NOT BE ACCEPTABLE.REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW ASREQUIRED TO ALLOW NEW SOD SURFACE TO BE FLUSH WITHEXISTING.SITE PLAN INFORMATION:PARCEL AREA:·3.13 ACRES ±EXISTING ZONING:·R-3 RESIDENTIAL-LONG RANGE URBAN SERVICE AREA DISTRICTPRINCIPAL STRUCTURE SETBACKS:·FRONT: 50'·SIDE:10'·REAR:50'PARKING SETBACKS:·FRONT SETBACK FOR PARKING:50'·SIDE SETBACK FOR PARKING:10'·REAR SETBACK FOR PARKING:50'SITE DATA EXISTING PROPOSEDBUILDING AREA 6,393SF 19,135 SFPAVEMENT/GRAVEL AREA 25,559SF 44,695SFPERVIOUS AREA105,946SF 74,068SFTOTAL AREA 137,898 SF 137,898 SFPARKING REQUIREMENTS:·MINIMUM PARKING STALL DIMENSIONS: 20' X 9' (90° PARKING)PARKING STALLS:·TOTAL STALLS PROVIDED: 20·TOTAL ADA STALLS PROVIDED: 2 (2 VAN ACCESSIBLE)·TOTAL ADA STALLS REQUIRED:1 (1 VAN ACCESSIBLE REQUIRED)PROPOSED SIGNPROPOSED GRAVEL SURFACINGSCALE:0'30'60'1"=30'DESCRIPTIONDATENO.
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2026-10011
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PROPOSED WING 360' X 200'PRO. WING 230' X 30'FFE=921.75FFE=919.25
FFE=921.75
7.1%915.30 TC914.80 FL921.58 TC921.25 FL919.82 TC919.49 FL918.43 TC918.10 FL917.13 TC916.80 FL917.77 TC917.44 FL914.17 TC913.84 FL916.70 TC916.20 FL914.37 TC913.87 FL917.33 TC916.83 FL918.90 TC918.40 FL919.10 TC918.60 FL911912913914915916916921.75 TP917.70 BW918.25 TP8.3%921.50 FG921.00 FG1.0%2.0%
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1.4%918.13 TP918.25 TPEXISTING BUILDING50' X 125'918.85 TP919.00 TP919.12 TP921.63 TP1.5%
1.3%914.45 TC913.95 FL913.80 TC913.80 FLFL 2.3%FL 5.0%FL
2
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FL 2.7%920.98 TP920.98 TP921.52 TP921.52 TP917.80 TW918.19 BW921.63 TWSTMH 1RIM=912.80SIZE: 48"∅ CASTING: R-4342S INV.=908.50FES 2INV.=908.00VVVV63 LF 15"Ø RCP @ 0.78%914.53 TC914.03 FL915.73 TC915.23 FL914.45 TC914.12 FL1.2%
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%917.00 TC916.67 FLFL 0.5%917.00 TC916.67 FL917.00 TC916.67 FL917.00 TC917.00 FL2.0%914INFILTRATION BASIN 4100-YEAR HWL: 917.21INFILTRATION BASIN 1100-YEAR HWL: 913.26GRADING
GRADING PLANC34:00 PM W:\Projects\Canvas Craft-FFILLC-51215\2026-10011\25-0463.00 Canvas Craft\Civil\CAD Files\25-0463 Grading.dwg2/20/2026
PROPOSED RIP RAP984NEW TOP-BACK OF CURB ELEVATIONNEW SIDEWALK ELEVATIONPROPOSED CONTOUR980.50 TCNEW FLOW LINE OF CURB ELEVATIONPROPOSED SLOPE980.50 FL980.50 SWNEW TOP OF GRAVEL ELEVATIONNEW TOP OF PAVEMENT ELEVATION980.50 TP980.50 TGEXISTING ELEVATION980.50 EXNEW FINISHED GRADE ELEVATION980.50 FGEMERGENCY OVERFLOWE.O.F.LEGEND:GRADING GENERAL NOTES:1.THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTINGCONDITIONS IN THE FIELD REPRESENTED WITHIN THE PLANS AS SHOWNAND ALERT THE ENGINEER BEFORE BIDDING THE PROJECT ANDBEGINNING CONSTRUCTION.2.CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAYAFFECT THIS WORK AND NOTIFY THE OWNER OF ANY CHANGES.CONTACT LOCAL UTILITY COMPANIES FOR EXACT LOCATIONS PRIOR TOBIDDING THE PROJECT AND COMMENCING WORK.3.CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT SILTAND DEBRIS RUN-OFF DURING GRADING OPERATIONS (I.E. SILT FENCE,STRAW BALES, ETC.).4.CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURECONFORMANCE WITH GRADING PLAN, PARTICULARLY WITH EXISTINGSTRUCTURES AND/OR PAVEMENTS TO REMAIN. MEET EXISTING GRADESALONG STREETS, PROPERTY LINES, AND DRIVEWAY ENTRANCES.RESTORE ALL PAVEMENTS THAT REMAIN TO THEIR ORIGINAL IF NOTBETTER CONDITION. NOTIFY OWNER OF ANY CONFLICTS PRIOR TOBIDDING THE PROJECT.5.TURF ESTABLISHMENT AREAS SHALL RECEIVE MINIMUM OF 4" DEPTH ASMEASURED IN PLACE OF TOPSOIL. TOPSOIL SHALL BE FURNISHED ANDINSTALLED BY THE CONTRACTOR. ALL GRADED SLOPES GREATER THANOR EQUAL TO 5:1 SHALL BE HYDROSEEDED, EROSION CONTROLBLANKETED, OR MULCHED TO HELP STABILIZE THE SLOPES BY GENERALCONTRACTOR.6.PROPOSED SPOT ELEVATIONS ARE TO THE TOP OF CURB UNLESS NOTEDOTHERWISE. ELEVATION OF FLOW LINE IS 6" BELOW TOP OF CURBUNLESS OTHERWISE SHOWN.7.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMININGQUANTITIES OF CUT, FILL AND WASTE MATERIALS TO BE HANDLED, ANDFOR AMOUNT OF GRADING TO BE DONE IN ORDER TO COMPLETELYPERFORM ALL WORK INDICATED ON THE DRAWINGS. IMPORT SUITABLEMATERIAL AND EXPORT UNSUITABLE / EXCESS / WASTE MATERIAL ASREQUIRED. ALL COSTS ASSOCIATED WITH IMPORTING AND EXPORTINGMATERIALS SHALL BE INCIDENTAL TO THE CONTRACT.8.IT IS INTENDED THAT EARTHWORK (CUT VS. FILL) NOT BALANCE ON SITE.THE CONTRACTOR SHALL SUBMIT THE QUANTITY OF MATERIAL ANDAMOUNT OF ANTICIPATED GRADE ADJUSTMENT FOR REVIEW BY THEENGINEER A MINIMUM OF FOUR WEEKDAYS PRIOR TO MAKINGADJUSTMENTS. ALL GRADE ADJUSTMENTS MUST BE APPROVED BY THEENGINEER. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED FORWORK ASSOCIATED WITH GRADING ADJUSTMENTS, INCLUDING, BUT NOTLIMITED TO, EARTHWORK OPERATIONS, STORM SEWER PIPING ANDSTRUCTURE ADJUSTMENTS, CONSTRUCTION SURVEYING FORADJUSTING FEATURE LOCATIONS ACCORDINGLY, SILT FENCE, ETC.9.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILSTO PROVIDE AN ACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SEEDOR RE-SOD ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THEOWNER, TO THE SATISFACTION OF THE ENGINEER.10.ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER,DRAINTILE, OR OTHER POTENTIAL SOURCE FOR CONTAMINATION SHALLBE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY WATERMAINPER MINNESOTA PLUMBING CODE. THIS ISOLATION DISTANCE SHALL BEMEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGEOF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES ORPIPING OR SIMILAR)11.CONTRACTOR SHALL MAINTAIN DRAINAGE FROM EXISTING BUILDING ATALL TIMES. PROVIDE TEMPORARY STORM SEWER (INCLUDING, BUT NOTLIMITED TO, CATCH BASINS, MANHOLES, PIPING, ETC.) AS REQUIRED.EXISTING STORM SEWER SHALL NOT BE REMOVED UNTIL TEMPORARYOR PERMANENT STORM SEWER IS INSTALLED AND FUNCTIONAL.COORDINATE ALL REMOVALS WITH APPROPRIATE TRADES (SITE UTILITYCONTRACTOR, MECHANICAL CONTRACTOR, ETC.) AS REQUIRED.SCALE:0'30'60'1"=30'DESCRIPTIONDATENO.
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DESIGN BY:
DATE: SHEET NO.CANVAS CRAFT
SITE EXPANSION
City of Otsego, Wright County, MN
02/20/2026
2026-10011
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FFE=919.25EXISTING BUILDING50' X 125'VVVV914QUEENS AVE NE
PROPOSED WING 360' X 200'PRO. WING 230' X 30'FFE=921.75FFE=919.25
FFE=921.75911912913914915916916EOF=916.80915
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FFE=919.25EXISTING BUILDING50' X 125'VVVV914SFSFSFSFSFSFS
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F SFSFSFSFSFSFSFSFSFINSTALL ROCK CONSTRUCTION ENTRANCE/EXITPLACE 6 CY OF CL III RIP RAPPLACE 10 CY OF CL III RIP RAPPLACE 6 CY OF CL III RIP RAPINSTALL ± 650 SY OF EROSION CONTROL BLANKETINSTALL ± 2,800 SY OF EROSION CONTROL BLANKETWET DITCH SEED MIXINSTALL 15 LF OF TEMP SEDIMENT LOGINSTALL 15 LF OF TEMP SEDIMENT LOGPLACE 8 CY OF CL III RIP RAPWET DITCH SEED MIXSOUTHERN BLVD SEED MIXINSTALL 427 LF OF TEMP. SILT FENCEINSTALL 213 LF OF TEMP. SILT FENCEDESCRIPTIONDATENO.
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DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.CANVAS CRAFT
SITE EXPANSION
City of Otsego, Wright County, MN
02/20/2026
2026-10011
CJD
MJM
MJM
NO
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EROSION
EROSION CONTROL PLANC44:01 PM W:\Projects\Canvas Craft-FFILLC-51215\2026-10011\25-0463.00 Canvas Craft\Civil\CAD Files\25-0463 Erosion Control.dwg2/20/2026
SFGRADING LIMITS AND PROPOSEDTEMPORARY SILT FENCETEMPORARY ROCK CONSTRUCTION ENTRANCEPROPOSED RIP RAP984PROPOSED CONTOUREROSION CONTROL BLANKET (CAT. 20)EMERGENCY OVERFLOWE.O.F.LEGEND:FIBER-LOG ROLLSEROSION CONTROL NOTES:1.CONTRACTOR SHALL CONFINE CONSTRUCTION OPERATIONS TO THECONSTRUCTION/GRADING LIMITS SHOWN.2.ALL WORK SHALL CONFORM TO THE MINNESOTA POLLUTIONCONTROL AGENCY'S STORM WATER PERMIT REQUIREMENTS.CONTRACTOR SHALL OBTAIN ALL PERMITS AND COMPLY WITH ALLPERMIT REQUIREMENTS.3.THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIES SHALLBE INSTALLED PRIOR TO ANY DEMOLITION OR GRADING OPERATIONSAND MAINTAINED TO CONFORM WITH THE STANDARDS SPECIFIED BYTHE PERMIT.4.CONTRACTOR SHALL INSPECT TEMPORARY EROSION CONTROLMEASURES ON THE ENTIRE SITE AT LEAST EVERY 7 DAYS AND WITHIN24 HOURS OF ANY MEASURABLE RAINSTORM. DAMAGED SILT FENCEOR OTHER EROSION CONTROL DEVICES OR PRACTICES SHALL BEREPAIRED IMMEDIATELY. INSPECTION AND MAINTENANCE OFDEVICES SHALL CONTINUE UNTIL THE SITE HAS UNDERGONE FINALSTABILIZATION AND A NOTICE OF TERMINATION IS SUBMITTED TO THEMPCA.5.ALL GRADING OPERATIONS SHALL BE CONDUCTED IN A MANNER TOMINIMIZE THE POTENTIAL FOR SITE EROSION.6.THE SITE SOIL EROSION AND SEDIMENT CONTROL FACILITIES SHALLBE INSTALLED AND MAINTAINED TO CONFORM WITH THE STANDARDSSPECIFIED BY THE CITY OF OTSEGO AND THE MPCA.7.EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THEDISTURBANCE OF ANY AREAS AND MAINTAINED UNTIL ALL TRIBUTARYDISTURBED AREAS ARE RESTORED.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OFALL EROSION CONTROL MEASURES, INCLUDING SILT FENCE ANDBALES, UPON ESTABLISHMENT OF PERMANENT VEGETATION IN SAIDAREAS.9.ALL SOILS TRACKED ONTO PAVEMENT OR ANY OTHER OFF-SITE AREASHALL BE REMOVED DAILY.10.THE SITE SEDIMENT CONTROL FACILITIES FOR THE PROJECT MUST BEINSTALLED PRIOR TO ANY GRADING OPERATION.11.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTOREDAND VEGETATED AS SOON AS POSSIBLE. ANY FINISHED AREAS SHALLBE SEEDED AND MULCHED WITHIN 7 DAYS AFTER FINISHED GRADINGIS COMPLETED IN ACCORDANCE TO MN/DOT 2575.12.ALL DISTURBED AREAS SHALL BE REVEGETATED WITH MN/DOT SEEDMIX, MULCHED, FERTILIZED & DISK ANCHORED, PER THE FOLLOWINGSCHEDULE:SOUTHERN BOULEVARD:160 LB/AC.WET DITCH:20 LB/AC.FERTILIZER 22-5-10:350 LB/AC.MULCH TYPE 3: 2 TONS/AC.13.CONTRACTOR SHALL INSTALL TEMPORARY SEDIMENT BMP'S SHOWNAND NOT SHOWN ON PLANS DURING PHASING ON PROJECT TOCOMPLY WITH MPCA, CITY INSPECTOR AND DEVELOPER REQUEST.APPROXIMATE EROSION CONTROL DEVICES·SILT FENCE:639 LF·BIOLOG:30 LF·ROCK CONSTRUCTION:1 EACH·EROSION CONTROL BLANKET (CAT. 20):3,450 S.Y.·RIP RAP (CLASS 2)30 C.Y.SCALE:0'30'60'1"=30'SEEDINGN
SWPPP TEMPORARY EROSION AND SEDIMENT CONTROL SPECIFICATIONSPART 1 GENERAL1.01 SECTION INCLUDESA.PREVENTION OF SEDIMENTATION OF WATERWAYS, OPEN DRAINAGE WAYS, AND STORM AND SANITARYSEWERS DUE TO CONSTRUCTION ACTIVITIES.1.02 REFERENCE STANDARDSA.GENERAL PERMIT AUTHORIZATION TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTIONACTIVITY UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM. MINNESOTA PERMIT NO: MNR100001.1.03 PERFORMANCE REQUIREMENTSA.COMPLY WITH ALL REQUIREMENTS OF THE MINNESOTA POLLUTION CONTROL AGENCY FOR EROSION ANDSEDIMENT CONTROL.B.DO NOT BEGIN CLEARING, GRADING, OR OTHER WORK INVOLVING DISTURBANCE OF GROUND SURFACECOVER UNTIL APPLICABLE PERMITS HAVE BEEN OBTAINED; FURNISH ALL DOCUMENTATION REQUIRED TOOBTAIN APPLICABLE PERMITS.1.OBTAIN AND PAY FOR PERMITS REQUIRED BY AUTHORITY HAVING JURISDICTION.C.TIMING: PUT PREVENTIVE MEASURES IN PLACE PRIOR TO DISTURBANCE OF SURFACE COVER AND BEFOREPRECIPITATION OCCURS.D.EROSION OFF SITE: PREVENT EROSION OF SOIL AND DEPOSITION OF SEDIMENT ON OTHER PROPERTIESCAUSED BY WATER LEAVING THE PROJECT SITE DUE TO CONSTRUCTION ACTIVITIES FOR THIS PROJECT.1.PREVENT TRACKING OF MUD ONTO PUBLIC ROADS OUTSIDE SITE.2.PREVENT MUD AND SEDIMENT FROM FLOWING ONTO PAVEMENTS.E.SEDIMENTATION OF WATERWAYS OFF SITE: PREVENT SEDIMENTATION OF WATERWAYS OFF THE PROJECTSITE, INCLUDING RIVERS, STREAMS, LAKES, PONDS, OPEN DRAINAGE WAYS, STORM SEWERS, AND SANITARYSEWERS.1.IF SEDIMENTATION OCCURS, INSTALL OR CORRECT PREVENTIVE MEASURES IMMEDIATELY AT NO COST TOOWNER; REMOVE DEPOSITED SEDIMENTS; COMPLY WITH REQUIREMENTS OF AUTHORITIES HAVINGJURISDICTION.F.MAINTENANCE: MAINTAIN TEMPORARY PREVENTIVE MEASURES UNTIL PERMANENT MEASURES HAVE BEENESTABLISHED.PART 2 PRODUCTS2.01 MATERIALSA.TEMPORARY SILT FENCE: WOVEN POLYPROPYLENE GEOTEXTILE RESISTANT TO COMMON SOIL CHEMICALS,MILDEW, AND INSECTS; NON-BIODEGRADABLE; IN LONGEST LENGTHS POSSIBLE; FABRIC INCLUDING SEAMSWITH THE FOLLOWING MINIMUM AVERAGE ROLL LENGTHS:1.AVERAGE OPENING SIZE: 20 U.S. STD. SIEVE, MAXIMUM, WHEN TESTED IN ACCORDANCE WITH ASTM D4751.2.PERMITTIVITY: 0.05 SEC^-1, MINIMUM, WHEN TESTED IN ACCORDANCE WITH ASTM D4491.3.ULTRAVIOLET RESISTANCE: RETAINING AT LEAST 70 PERCENT OF TENSILE STRENGTH, WHEN TESTED INACCORDANCE WITH ASTM D4355/D4355M AFTER 500 HOURS EXPOSURE.4.TENSILE STRENGTH: 100 LB-F, MINIMUM, IN CROSS-MACHINE DIRECTION; 124 LB-F, MINIMUM, IN MACHINEDIRECTION; WHEN TESTED IN ACCORDANCE WITH ASTM D4632.5.ELONGATION: 15 TO 30 PERCENT, WHEN TESTED IN ACCORDANCE WITH ASTM D4632.6.TEAR STRENGTH: 55 LB-F, MINIMUM, WHEN TESTED IN ACCORDANCE WITH ASTM D4533.7.COLOR: MANUFACTURER'S STANDARD, WITH EMBEDMENT AND FASTENER LINES PREPRINTED.8.SILT FENCE POSTS: ONE OF THE FOLLOWING, MINIMUM 5 FEET LONG:a.STEEL U- OR T-SECTION, WITH MINIMUM MASS OF 1.33 LB PER LINEAR FOOT.b.SOFTWOOD, 4 BY 4 INCHES IN CROSS SECTION.c.HARDWOOD, 2 BY 2 INCHES IN CROSS SECTION.B.TEMPORARY SEDIMENT LOGS: FILTER LOGS SHALL CONSIST OF TYPE WOOD FIBER BIOROLLS AND THEREQUIREMENTS OF MNDOT SPEC. 3897.1.SHALL BE ONE OF THE FOLLOWING.a.SHALL BE SILTSOXX PERIMETER CONTROL BY FILTREXX, INC., OR EQUAL.C.TEMPORARY SEDIMENT FILTER.1.SHALL BE ONE OF THE FOLLOWING.a.DROP-IN SEDIMENT FILTER UNIT THAT INSERTS INTO THE INLET.1)SHALL BE FLEXSTORM PURE: PERMANENT INLET FILTER BY ADS, INC., OR EQUAL.(a)PROVIDE CURB OPENING PROTECTION FOR EXISTING INLETS WITH CURB OPENINGS.D.TEMPORARY ROCK CONSTRUCTION ENTRANCE.1.ROCK SHALL BE CLEAN 1 TO 2 INCH WASHED ROCK.E.TEMPORARY SLOPE EROSION PROTECTION.1.SHALL BE ONE OF THE FOLLOWING.a.EROSION CONTROL BLANKET.1)SHALL CONSIST OF A UNIFORM WEB OF INTERLOCKING STRAW OR WOOD FIBERS SANDWICHEDBETWEEN AN ATTACHED TOP AND BOTTOM LAYER OF NET BACKING.2)THE NETTING SHALL BE BIODEGRADABLE CONTAINING SUFFICIENT UV STABILIZATION FORBREAKDOWN TO OCCUR WITHIN A NORMAL GROWING SEASON.3)STAPLES USED TO ANCHOR THE BLANKETS SHALL BE U-SHAPED, 11 GAUGE OR HEAVIER STEEL WIREHAVING A SPAN WIDTH OF 1 INCH AND A LENGTH OF 8 INCHES OR MORE FROM TOP TO BOTTOMAFTER BENDING.4)THE EROSION CONTROL BLANKETS ACCEPTABLE FOR USE ON THIS PROJECT INCLUDE:(a)GEO-SYNTHETICS, INC., - LANDLOK 52.(b)NORTH AMERICAN GREEN - S150.(c)OR EQUAL.b.BONDED FIBER MATRIX.1)THE FIBERS SHALL BE COMPOSED OF 100% WOOD OR WOOD BY-PRODUCTS. A MINIMUM OF 25% OFTHE FIBERS SHALL AVERAGE 10.16 MM (0.4 INCHES) IN LENGTH AND 50% OR MORE SHALL BERETAINED ON A CLARK FIBER CLASSIFIER 24 MESH SCREEN. FIBERS SHALL BE COLORED WITH AWATER SOLUBLE, NON-TOXIC DYE, TO AID IN UNIFORM APPLICATION OVER THE SITE.2)THE BINDER SHALL BE A HYDRO COLLOID BASED (GUAR GUM) WITH ADDED SLOW-RELEASE ANDAGRICULTURAL BASED FERTILIZERS. THE BINDER SHALL NOT DISSOLVE OR DISPERSE UPONREWETTING.3)THE BFM SLURRY SHALL DRY TO FORM A CRUST APPROXIMATELY 3-6 MM (1/8 TO 1/4 INCHES) THICKADHERING TO THE SOIL SURFACE.4)THE MOISTURE CONTENT OF THE MATRIX SHALL BE 12% +/- 3% BY WEIGHT.5)THE MATRIX SHALL CONSIST OF MATERIALS THAT ARE 100% BIODEGRADABLE AND 100% BENEFICIALTO PLANT LIFE.6)THE MATRIX SHALL PROVIDE 100% CONTINUOUS COVERAGE AND SHALL HAVE NO HOLES GREATERTHAN 1MM IN SIZE.7)THE HYDRATED MIXTURE DENSITY SHALL BE APPROXIMATED BY A SLUMP TEST PRIOR TOAPPLICATION.8)THE BFM MULCH: WATER RATIO SHALL BE AS MANUFACTURER RECOMMENDATIONS. THE MINIMUMBFM MULCH TO WATER RATIO IS 50LBS BFM MULCH AND 100 GALLONS WATER. THE WATER RATESHALL VARY BETWEEN 100 GALLONS AND 125 GALLONS PER 50LBS, DEPENDING ON WHICH OF THEPRODUCTS IS USED.9)THE BONDED FIBER MATRIX MULCH PRODUCTS ACCEPTABLE FOR USE ON THIS PROJECT INCLUDE.(a)ECOAEGIS - MANUFACTURED BY CANFOR.(b)SOIL GUARD - MANUFACTURED BY MAT, INC.(c)CONWED 3000 - MANUFACTURED BY CONWED FIBERS, INC.F.TEMPORARY PUMPED SEDIMENT CONTROL DEVICE.1.NON-WOVEN GEOTEXTILE FABRIC SEWN INTO A BAG USING A DOUBLE NEEDLE MACHINE AND HIGHSTRENGTH THREAD.a.SEAMS SHALL HAVE AN AVERAGE WIDTH STRENGTH OF 60LB/INCH AS PER ASTM D4883 AND MEET OREXCEED THE FOLLOWING.1)GRAB TENSILE OF 205 LBS AS PER ASTM D 4632.2)PUNCTURE OF 110 LBS AS PER ASTM D 4833.3)FLOW RATE OF 95 GAL/MIN/SF AS PER ASTM D 4491.4)PERMITTIVITY OF 1.5 SEC-1 AS PER ASTM D 4491.5)MULLEN BURST STRENGTH OF 350 PSI AS PER ASTM D 3786.6)AOS% OF 80% US SIEVE AS PER ASTM D 4751.2.SPOUT LARGE ENOUGH TO ACCOMMODATE A 4 INCH DISCHARGE HOSE WITH STRAP TO TIE UNIT CLOSED.3.SHALL BE ONE OF THE FOLLOWING.a.DIRTBAG.1)ACF ENVIRONMENTAL, INC., 2831 CARDWELL ROAD, RICHMOND, VIRGINIA 23234, 800-448-3636.b.DANDY DEWATERING BAG.1)DANDY PRODUCTS, INC., P.O. BOX 1980, WESTERVILLE, OHIO 43086, 800-591-2284.c.OR EQUAL.PART 3 EXECUTION3.01 PREPARATIONA.SCHEDULE WORK SO THAT SOIL SURFACES ARE LEFT EXPOSED FOR THE MINIMUM AMOUNT OF TIME.B.THE CONSTRUCTION SITE OPERATOR SHALL FOLLOW ALL REQUIREMENTS OF THE MINNESOTA STORMWATERPERMIT NO. MN R100001.C.THE CONTRACTOR SHALL COMPLETE AND SIGN THE NOTICE OF INTENT, OBTAIN THE OWNER'S SIGNATURE,AND SUBMIT TO THE MPCA.1.PROVIDE A SIGNED COPY TO THE OWNER.3.03INSTALLATIONA.TEMPORARY ROCK CONSTRUCTION ENTRANCE.1.THE ROCK AREA SHALL BE A MINIMUM OF 6 INCHES DEEP, EXTEND THE FULL WIDTH OF THEEGRESS AREA AND SHALL BE AT LEAST 50FT LONG, HOWEVER, LONGER ENTRANCES MAY BEREQUIRED TO ADEQUATELY CLEAN THE TIRES.2.GEOTEXTILE FABRIC MAY BE USED TO PREVENT MIGRATION OF MUD FROM THE UNDERLYING SOILINTO THE ROCK.B.TEMPORARY SILT FENCES:1.STORE AND HANDLE FABRIC IN ACCORDANCE WITH ASTM D4873.2.USE NOMINAL 30 INCH HIGH BARRIERS, MINIMUM 60 INCH LONG POSTS SPACED AT 6 FEET MAXIMUMSPACING.3.EMBED BOTTOM OF FABRIC IN A TRENCH ON THE UPSLOPE SIDE OF FENCE, WITH 6 INCHES OFFABRIC LAID FLAT ON BOTTOM OF TRENCH FACING UPSLOPE; BACKFILL TRENCH AND COMPACT.4.MINIMUM POST EMBEDMENT.a.STEEL POST = 24 INCHES, MINIMUM.b.WOOD POST = 18 INCHES, MINIMUM.5.DO NOT SPLICE FABRIC WIDTH; MINIMIZE SPLICES IN FABRIC LENGTH; SPLICE AT POST ONLY,OVERLAPPING AT LEAST 18 INCHES, WITH EXTRA POST.6.FASTEN FABRIC TO WOOD POSTS USING ONE OF THE FOLLOWING:a.FOUR NAILS PER POST WITH 3/4 INCH DIAMETER FLAT OR BUTTON HEAD, 1 INCH LONG, AND 14GAGE, 0.083 INCH SHANK DIAMETER.b.FIVE STAPLES PER POST WITH AT LEAST 17 GAGE, 0.0453 INCH WIRE, 3/4 INCH CROWN WIDTHAND 1/2 INCH LONG LEGS.7.FASTEN FABRIC TO STEEL POSTS USING WIRE, NYLON CORD, OR INTEGRAL POCKETS.C.TEMPORARY SEDIMENT LOGS:1.PERIMETER CONTROL SHOULD BE INSTALLED PARALLEL TO THE BASE OF THE SLOPE OR OTHERDISTURBED AREA.2.STAKES SHOULD BE INSTALLED THROUGH THE MIDDLE OF THE PERIMETER CONTROL ON 10 FTCENTERS, USING 2 IN BY 2 IN BY3 FT WOODEN STAKES. IN THE EVENT STAKING IS NOT POSSIBLE, I.E., WHEN PERIMETER CONTROLIS USED ON PAVEMENT, HEAVY CONCRETE BLOCKS SHALL BE USED BEHIND THE PERIMETERCONTROL TO HELP STABILIZE DURING RAIN EVENTS.D.TEMPORARY SEDIMENT FILTERS.1.DROP-IN SEDIMENT TRAP.a.PLACE AS RECOMMENDED BY THE MANUFACTURER.E.TEMPORARY PUMPED SEDIMENT CONTROL DEVICE.1.INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS.F.TEMPORARY SLOPE EROSION PROTECTION.1.PLACE AT ANY AND ALL FINISH SLOPES THAT ARE STEEPER THAN 10H:1V.2.SEED AND FERTILIZE PER SPECIFICATION 32 9219 PRIOR TO INSTALLING TEMPORARY SLOPEEROSION PROTECTION.3.BONDED FIBER MATRIX.a.INSTALL THE BFM AS PER THE MANUFACTURER'S INSTRUCTIONS WITH THE FOLLOWING MINIMUMGUIDELINES.1)THE BFM SHALL BE APPLIED WITH HYDRAULIC SPRAY EQUIPMENT BY A MANUFACTURER'SCERTIFIED APPLICATOR.2)APPLICATION SHALL BE DONE AT LEAST 24 HOURS IN ADVANCE OF PROJECTED RAINFALL TOALLOW THE BFM MULCH ADEQUATE TIME TO DRY.3)THE BFM MULCH SHALL BE APPLIED IN TWO STAGES (ONE-HALF RATE) WITH AMPLE TIME TODEWATER THE FIRST APPLICATION.4)THE BFM MULCH SHALL BE APPLIED FROM AT LEAST TWO ALTERNATE DIRECTIONS,PREFERABLY 90 DEGREES APART, IF POSSIBLE, TO ENSURE ALL SOIL FACES ARE COVERED.5)THE INSTALLATION RATE OF THE BFM MULCH SHALL BE 3500 LBS PER ACRE, MINIMUM AND100% COVERAGE.4.EROSION CONTROL BLANKET.a.INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS.3.04MAINTENANCEA.INSPECT PREVENTIVE MEASURES WEEKLY, WITHIN 24 HOURS AFTER THE END OF ANY STORM THATPRODUCES 0.5 INCHES OR MORE RAINFALL AT THE PROJECT SITE, AND DAILY DURING PROLONGEDRAINFALL.B.REPAIR DEFICIENCIES IMMEDIATELY.C.TEMPORARY SILT FENCES:1.PROMPTLY REPLACE FABRIC THAT DETERIORATES UNLESS NEED FOR FENCE HAS PASSED.2.REMOVE SILT DEPOSITS THAT EXCEED ONE-THIRD OF THE HEIGHT OF THE FENCE.3.REPAIR FENCES THAT ARE UNDERCUT BY RUNOFF OR OTHERWISE DAMAGED, WHETHER BYRUNOFF OR OTHER CAUSES.D.TEMPORARY CONSTRUCTION EXIT.1.PERIODIC ADDITION OF ROCK, OR REMOVAL AND REPLACEMENT OF PAD SHALL BE PROVIDED ASVOIDS BECOME FILLED WITH SOIL.E.TEMPORARY PUMPED SEDIMENT CONTROL DEVICE.1.REPLACE THE UNIT WHEN 1/2 FULL OF SEDIMENT OR WHEN SEDIMENT HAS REDUCED THE FLOWRATE OF THE PUMP DISCHARGE TO AN IMPRACTICAL RATE.F.PLACE SEDIMENT IN APPROPRIATE LOCATIONS ON SITE; DO NOT REMOVE FROM SITE.3.05CLEAN UPA.REMOVE TEMPORARY MEASURE AFTER PERMANENT VEGETATION HAS BEEN ESTABLISHED.B.WHERE REMOVAL OF TEMPORARY MEASURES WOULD LEAVE EXPOSED SOIL, SHAPE SURFACE TO ANACCEPTABLE GRADE AND FINISH TO MATCH ADJACENT GROUND SURFACES.END OF SECTIONGENERAL INFORMATIONTHIS STORMWATER POLLUTION PREVENTION PLAN IS PREPARED IN ACCORDANCE TO THENATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT NO. MN R1000001 FORSTORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY.PROJECT NAME: CANVAS CRAFTLOCATION: 5650 QUEENS AVE NE, OTSEGO, MN 55330WRIGHT COUNTYLAT/LONG: 45.23429/-93.55154DESCRIPTION OF CONSTRUCTION ACTIVITY:DEVELOPMENT CONSISTS OF PAVING, GRADING, BUILDING CONSTRUCTION, UTILITY INSTALLATION,AND TURF ESTABLISHMENT.PROJECT CONTACTSCANVAS CRAFT AND THE CONTRACTOR ARE RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPPAND THE INSTALLATION, INSPECTION, AND MAINTENANCE OF THE EROSION PREVENTION ANDSEDIMENT CONTROL BMP'S BEFORE AND DURING CONSTRUCTION.SWPPP PREPARATION:SWPPP PREPARER:MICHAEL MORDAL-HUEBSCH-WIDSETH, BECKERTRAINING: ENGINEER AND SWPPP DESIGNER (EXP 2029)ADDRESS:13076 FIRST STREETBECKER, MN 53308TELEPHONE:763-262-8822EMAIL;M.MORDAL-HUEBSCH@WIDSETH.COMOWNER:OWNER CONTACT:MATT FRANTAADDRESS:5650 QUEENS AVE NE, OTSEGO, MN 55330TELEPHONE:(763)428-4325EMAIL;MATT@CANVASCRAFTINC.COMCONTRACTOR (TO BE FILLED OUT BY THE CONTRACTOR):BUSINESS NAME___________________________OWNER NAME___________________________MAILING ADDRESS___________________________CITY___________________________TELEPHONE___________________________EMAIL___________________________CONTACT NAME___________________________MAILING ADDRESS___________________________CITY___________________________TELEPHONE___________________________EMAIL___________________________ESTIMATED DATES OF CONSTRUCTION:START DATE___/____/____(TO BE FILLED IN BY CONTRACTOR)COMPLETION DATE___/____/____(TO BE FILLED IN BY CONTRACTOR)PERMANENT STORMWATER DESIGN CALCULATIONS:SEE THE STORM WATER MANAGEMENT REPORT FOR MORE INFORMATION. CONTACT WIDSETHFOR REPORT. PROPOSED FLOW RATE IS LIMITED THROUGH-SOIL GROUP: B/CDESCRIPTION OF EROSION CONTROL ACTIVITY:EROSION CONTROL CONSISTS OF SILT FENCE PERIMETER CONTROL, TURF ESTABLISHMENTTHROUGH SEEDING AND EROSION CONTROL BLANKET, AND ROCK CONSTRUCTION ENTRANCEPLACEMENT.CUMULATIVE IMPERVIOUS SURFACES:AREA OF DISTURBANCE:2.34ACRESPRE-CONSTRUCTION IMPERVIOUS AREA: 0.73ACRESPOST CONSTRUCTION IMPERVIOUS AREA:1.47ACRESNEW IMPERVIOUS AREA: 0.73ACRESRECEIVING WATERS:STORM WATER FROM THIS SITE WILL BE DISCHARGED TO THE INFILTRATION BASINS ON SITE ANDDISCHARGED TO THE BASINS OFF SITE TO THE SOUTH.PLANS AND SPECIFICATIONSTHE PLAN SHEETS OF THIS PLAN SET INDICATE THE FOLLOWING ITEMS:·THE PROJECT LOCATION AND CONSTRUCTION LIMITS.·LOCATIONS OF IMPERVIOUS SURFACES.·LOCATIONS OF AREAS NOT TO BE DISTURBED (E.G., BUFFER ZONES, WETLANDS, ETC.).·STEEP SLOPE LOCATIONS.·LOCATIONS OF ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL BMP'STO BE INSTALLED ON THE PROJECT.·THE DETAIL SHEETS INDICATE EROSION AND SEDIMENT CONTROL BMPS TO BE INSTALLED ONTHE PROJECT.·IF DEWATERING IS REQUIRED FOR THIS PROJECT, THE PUMP DISCHARGE SHALL BE TREATEDPRIOR TO BEING DISCHARGED OFF-SITE OR INTO A SURFACE WATER. THE DISCHARGE SHALLBE VISUALLY CHECKED TO ENSURE THAT IT IS VISIBLY CLEAN WATER.TEMPORARY SEDIMENT CONTROL PRACTICESDOWN GRADIENT SILT FENCE AND SEDIMENT LOG INSTALLATIONS ARE TO BE INPLACE PRIOR TOTHE COMMENCEMENT OF ANY EARTHWORK OPERATIONS.TOPSOIL IS TO BE WINDROWED ALONG THE CONSTRUCTION LIMITS AND PLACED AS SLOPEDRESSING IMMEDIATELY FOLLOWING COMPLETION OF THE GRADING OPERATIONS, AS THEGRADING OPERATIONS PROCEED.TOPSOIL PLACEMENT ALONG THE EMBANKMENT SLOPES THOUGH THE WETLANDS AREA IS TO BESPREAD BY A LOW IMPACT CRAWLER TRACTOR OPERATING UP AND DOWN THE SLOPES SO AS TOPROVIDE TRACK PRINTS PARALLEL WITH THE CONTOURS.INSTALLATION OF MN/DOT CATEGORY 20 EROSION CONTROL BLANKET ALONG THE EMBANKMENTSLOPES ADJACENT THE WETLANDS AREA.ALL TEMPORARY SOILS STOCKPILES WILL REQUIRE AN EFFECTIVE MEANS OF SEDIMENT CONTROLSUCH AS AN EROSION CONTROL BLANKET COVERING OR SILT FENCE INSTALLATION ALONG THETOE OF SLOPE.ALL COMPLETED SWALES SLOPES AND BOTTOMS NOT DRAINING TOWARDS WETLAND AREAS ARETO BE STABILIZED WITHIN 7 DAYS.TEMPORARY STABILIZATION WILL BE REQUIRED IN AREAS WHERE GRADING OPERATIONS ARESUSPENDED OR CEASED FOR A PERIOD OF 7 DAYS OR GREATER.A ROCK CONSTRUCTION ENTRANCE FOR SEDIMENT CONTROL IS TO BE PROVIDED AT THEPROJECT ENTRANCE ON QUEENS AVE NE.STREET SWEEPING OF THE PAVED SURFACES SHALL BE REQUIRED AS DIRECTED BY THEENGINEER.TIMING OF EROSION CONTROL:SILT FENCE AND SEDIMENT LOGS SHALL BE INSTALLED PRIOR TO CONSTRUCTION.RIPRAP AND FILTER BLANKET SHALL BE PLACED AT THE OUTLETS WITHIN 24 HOURS OF THE OUTLET PLACEMENT.THE CONTRACTOR MUST STABILIZE ALL EXPOSED SOIL AREAS IMMEDIATELY FOLLOWING CONSTRUCTION WHEREVERCONSTRUCTION SHALL NOT OCCUR FOR A PERIOD GREATER THAN OR EQUAL TO 7 DAYS.STABILIZATION WORK MUST BE COMPLETE WITHIN 7 CALENDAR DAYS AFTER THE CONSTRUCTION WORK IN THATAREA HAS TEMPORARILY OR PERMANENTLY CEASED.AREAS THAT ARE WITHIN 200 FT OF A PUBLIC WATER MUST BE STABILIZED WITHIN 24 HOURS OF COMPLETINGCONSTRUCTION DURING PERIODS OF "WORK IN WATER RESTRICTIONS" FOR TIME PERIODS DECLARED BY THE DNR.THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE DISTURBED AREA UNTIL VEGETATION IN ESTABLISHED.ONCE VEGETATION IS ESTABLISHED AND CONSTRUCTION IS COMPLETE, THE SILT FENCE AND ANY OTHERTEMPORARY EROSION CONTROL THAT IS NOT BIODEGRADABLE SHALL BE REMOVED.STREET SWEEPING TO BE PROVIDED AS DIRECTED BY THE ENGINEER OR OWNER. THE CITY REQUIRES STREETSWEEPING TO OCCUR WITHIN 8 HOURS OF NOTICE FROM THE CITY.APPLYING MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICES ISNOT ACCEPTABLE STABILIZATION IN ANY PART OF A TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE.BLANKETS OR OTHER APPROVED, BY THE ENGINEER, METHOD SHALL BE USED.INSPECTION AND MAINTENANCE ACTIVITIESTHE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING THE WORK OF ALL OPERATIONS,INCLUDING SUBCONTRACTORS AND UTILITY COMPANIES, SUCH THAT EROSION AND SEDIMENT CONTROL MEASURESARE FULLY EXECUTED FOR EACH OPERATION AND IN A TIMELY MANNER OVER THE DURATION OF THE PROJECT.OPERATORS HAVE DAILY ACCESS TO THE PROJECT SITE. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THESWPPP IMPLEMENTATION UNTIL THE ENTIRE SITE HAS UNDERGONE FINAL STABILIZATION AND N.O.T HAS BEENSUBMITTED TO THE MPCA.THE CONTRACTOR IS TO PROVIDE A TRAINED INDIVIDUAL RESPONSIBLE FOR THE IMPLEMENTATION, INSPECTION ANDMAINTENANCE OF THE EROSION AND SEDIMENT CONTROL BMPS ON THE PROJECT. THAT INDIVIDUAL IS TO BEIDENTIFIED AT THE PRE-CONSTRUCTION CONFERENCE AND LISTED IN THE MINUTES THEREOF.THE APPOINTED INDIVIDUAL IS TO PERFORM A ROUTINE INSPECTION OF THE ENTIRE SITE AT LEAST ONCE EVERYSEVEN DAYS DURING CONSTRUCTION OPERATIONS AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN0.5 INCHES IN 24 HOURS. A RECORD OF ALL RAINFALL EVENTS ON SITE GREATER THAN 1/2 INCHES IN 24 HOURSSHALL BE AVAILABLE WITH THE INSPECTION FORMS.A INSPECTION FORM SHALL BE PROVIDED BY THE CONTRACTOR. ANY DEFICIENCIES IN THE EROSION AND SEDIMENTCONTROL BMPS ARE TO BE NOTED ON THE INSPECTION FORM AND CORRECTED BY THE END OF THE NEXT BUSINESSDAY.PERIMETER CONTROL DEVICES ARE TO BE REPAIRED OR REPLACED WHEN THEY ARE NO LONGER EFFECTIVE ORWHEN THE SEDIMENT REACHES ONE-HALF THE HEIGHT OF THE DEVICE.DISCHARGE FROM DEWATERING AND BASIN DRAINING PRACTICES MUST BE VISUALLY CHECKED ANDPHOTOGRAPHED AT THE BEGINNING AND AT LEAST ONCE EVERY 24 HOURS OF OPERATION TO ENSURE ADEQUATETREATMENT HAS BEEN OBTAINED. PHOTOGRAPHS AND VISUAL INSPECTION RECORDS MUST BE RETAINED TOPROVIDE DOCUMENTATION OF PERMIT COMPLIANCE. DEWATERING DISCHARGES THAT ONLY LAST FOR MINUTES, ASOPPOSED TO HOURS, AND DO NOT REACH A SURFACE WATER, DO NOT REQUIRE PHOTOGRAPHS ORDOCUMENTATION.TRAINING DOCUMENTATION:SWPPP IMPLEMENTATION, REVISING, AMENDING, AND INSPECTING (TO BE FILLED IN BY THE CONTRACTOR)NAME OF INDIVIDUALOVERSEEING & INSPECTING___________________________DATE OF TRAINING___________________________NAME OF INSTRUCTOR ___________________________ENTITY PROVIDING TRAINING___________________________CONTENT OF TRAINING___________________________TOTAL HOURS OF TRAINING___________________________BMP INSTALLATION, MAINTENANCE, AND REPAIR (TO BE FILLED IN BY THE CONTRACTOR)NAME OF INDIVIDUALOVERSEEING & INSPECTING___________________________DATE OF TRAINING___________________________NAME OF INSTRUCTOR ___________________________ENTITY PROVIDING TRAINING___________________________CONTENT OF TRAINING___________________________TOTAL HOURS OF TRAINING___________________________POLLUTION PREVENTIONFERTILIZERS ARE TO BE APPLIED ONLY IN THE AMOUNTS AS SPECIFIED AND WORKED INTO THE SOIL TO MINIMIZEEXPOSURE TO STORMWATER RUNOFF.ONSITE REFUELING OPERATIONS ARE TO BE CONDUCTED WITH CARE. ANY INADVERTENT SPILLAGE OF FUEL ORCHEMICALS IS TO BE IMMEDIATELY CLEANED UP, REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE TOSTATE AND LOCAL REGULATIONS. MAJOR SPILLS ARE TO BE REPORTED TO THE MPCA 24 HOUR NOTIFICATIONNETWORK AT 800 422 0798. ALL VEHICLES ON-SITE ARE TO BE MONITORED FOR LEAKS AND SUBJECT TO ROUTINEPREVENTIVE MAINTENANCE EFFORTS TO REDUCE THE LIKELIHOOD OF LEAKAGE AND OR SPILLS.CONTRACTOR MUST POSITION PORTABLE TOILETS SO THEY ARE SECURE AND WILL NOT TIP OR BE KNOCKED OVER.CONTRACTOR MUST PROPERLY DISPOSE SANITARY WASTE BIWEEKLY, OR AS NEEDED.CONCRETE BATCH TRUCKS SHALL NOT BE ALLOWED TO DISCHARGE DRUM AND CHUTE WASHOUT DIRECTLY ON THEGROUND. A PORTABLE WASHOUT RECEPTACLE IS TO BE PROVIDED BY THE CONTRACTOR AT THE LOCATION ASPROVIDED BY THE OWNER. A SIGN SHALL BE INSTALLED INDICATING THE LOCATION OF THE WASHOUT FACILITY.FINAL STABILIZATIONFINAL STABILIZATION OCCURS WHEN 70 PERCENT OF THE PERVIOUS AREA IS COVERED WITH UNIFORM, PERMANENTVEGETATION.ALL TEMPORARY EROSION AND SEDIMENT CONTROL FEATURES ARE TO BE REMOVED AND THE NPDES NOTICE OFTERMINATION IS TO BE PREPARED AND SUBMITTED TO THE MPCA.LOCATION OF SWPPP REQUIREMENTS IN PROJECT PLANDESCRIPTIONTITLELOCATIONEROSION CONTROL DETAILSCONSTRUCTION DETAILSC6-7EROSION CONTROL LOCATIONSEROSION CONTROL LOCATIONSC524 HOUR MPCA EMERGENCY NOTIFICATION:TELEPHONE NUMBERS:651-649-5451 OR 800-422-0798ESTIMATED QUANTITIES:THE FOLLOWING QUANITITES IS AN ESTIMATED PRELIMINARY AMOUNT REQUIRED FOR SEDIMENT CONTROL BMP'S ATTHE START OF THE PROJECT. THIS ESTIMATE IS PROVIDED AS REQUIRED BY THE MINNESOTA POLLUTION CONTROLAGENCY GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY. ANY ADDITIONAL AND/OR REPLACEMENTBMP'S QUANTITIES SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THEOWNER.ESTIMATED PRELIMINARY QUANTITIES AT START OF PROJECT:ITEM UNIT ESTIMATED INITIAL QUANTITYTEMPORARY CONSTRUCTION ENTRANCEEA1TEMPORARY SEDIMENT FILTEREA1TEMPORARY CONCRETE WASHOUTEA1TEMPORARY PUMP SEDIMENT CONTROL DEVICEEANATEMPORARY SEDIMENT LOGSLF30TEMPORARY SILT FENCELF639EROSION CONTROL BLANKET (CAT. 20)SY3,450STORM WATER POLLUTION PREVENTION PLAN NARRATIVE:MISSISSIPPI RIVER(IMPAIRED RIVER)IMPAIRED WATERS MAP1 MILE RADIUSSITE LOCATION1 MI0.5 MISWPPP NARRATIVEC54:01 PM W:\Projects\Canvas Craft-FFILLC-51215\2026-10011\25-0463.00 Canvas Craft\Civil\CAD Files\25-0463 CoverSWPPPDetails.dwg2/20/2026
DESCRIPTIONDATENO.
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DESIGN BY:
DATE: SHEET NO.CANVAS CRAFT
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City of Otsego, Wright County, MN
02/20/2026
2026-10011
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NFOSTER LAKE(IMPAIRED LAKE)CROW RIVER(IMPAIRED RIVER)
DETAILS
DETAILSC64:01 PM W:\Projects\Canvas Craft-FFILLC-51215\2026-10011\25-0463.00 Canvas Craft\Civil\CAD Files\25-0463 CoverSWPPPDetails.dwg2/20/2026
DESCRIPTIONDATENO.
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FILE NO.:
DWG FILE:
CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.CANVAS CRAFT
SITE EXPANSION
City of Otsego, Wright County, MN
02/20/2026
2026-10011
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NEXTEND SUBGRADE PREPARATION AND AGGREGATE BASEPLACEMENT 12IN BEYOND EDGE OF PAVEMENT WHENADJACENT TO EXISTING OR NEW TURFD/2= 3"D=6" REINFORCED CONCRETE6"TYP1/2IN DIA. REINFORCING STEELSPACED AT 18IN ON CENTEREACH WAYCONCRETE PAVEMENT SECTIONN.T.S.4" CLASS 5 AGGREGATE BASE12" MINTYP.13AGGREGATE BASE AS PERADJACENT PAVEMENT SECTION12"8"TOP BIT. MAT9"SLOPE 3/4" PER FT.3/8"1/2"R3"R3"R7-1/2"6"13-1/2"6"1/2"RCONCRETE B-612 CURB & GUTTER (INFLOW)N.T.S.12" EXTEND SUBGRADE PREPARATION AND AGGREGATEBASE PLACEMENT 12IN BEYOND EDGE OF PAVEMENTWHEN ADJACENT TO EXISTING OR NEW TURF4" CONCRETE38" DIA. REINFORCING STEELSPACED AT 18IN ON CENTER EACH WAYCONCRETE SIDEWALKN.T.S.4" CLASS 5 AGGREGATE BASEEROSION CONTROL BLANKETN.T.S.R7-8M12INx18INWHITE ON BLUER7-8bP12INx6INWHITE ON BLUENOTE:1. ALL POSTS AND ANCHORS SHALL BE12 GAUGE WITH HOLES ON ALL FOURSIDES2. LEAVE 1 TO 2 HOLES EXPOSED ABOVEFINISHED GROUND LINE FORCONNECTIONS OF POST TO ANCHOR3. SIGNS SHALL BE IN ACCORDANCEWITH THE MINNESOTA MANUAL ONUNIFORM TRAFFIC CONTROL DEVICESR7-1 (MODIFIED)12INx18INWHITE ON BLUEFINISHED GROUND LINEFINISHED GROUND LINEFINISHED GROUND LINE1 1/2IN X 1 1/2INSIGN POST3/8IN DIA. BOLT WITHWASHER & LOCKWASHER1 3/4INx 1 3/4INANCHOR60"60"PARKINGSITE SIGNAGEN.T.S.2"x2"x4' WOOD STAKES@ 4' O.C.EXISTING GROUNDPROPEX-"SILT STOP" FABRICPROPOSEDEMBANKMENTBURY BOTTOM6" OF FABRICBACKFILL10' MINIMUMTEMPORARY SILT FENCEN.T.S.ROCK CONSTRUCTION EXITN.T.S.6" MINIMUM1"-2" WASHED ROCKAGGREGATE50' MINIMUM30' MIN. BITUMINOUS PAVEMENT SECTIONN.T.S.EXTEND SUBGRADE PREPARATION AND AGGREGATE BASEPLACEMENT 12IN BEYOND EDGE OF PAVEMENT WHENADJACENT TO EXISTING OR NEW TURF12"TACK COAT6" CLASS 5 AGGREGATE BASE1.5 IN - BITUMINOUS WEAR COURSE2 IN - BITUMINOUS BASE COURSEINFILTRATION BASINN.T.S.EMERGENCY OVERFLOW(PER GRADING PLAN)NOTE:SEE GRADING AND EROSION CONTROLPLANS FOR ADDITIONAL INFORMATION ONLOCATION OF INLET STRUCTURES,EMERGENCY OVERFLOW, ELEVATIONS, ETC.UNCOMPACTED SUBGRADESEEDING WITH SEED MIXWET DITCH (20 LB/AC)EROSION CONTROL BLANKET (STRAW, CATEGORY 3N)5' MIN.SLOPE PER GRADING PLANRIP RAP(PER GRADING PLAN)4" OF TOPSOILRIP RAP(PER GRADING PLAN)RAIN GUARDIAN BUNKER (SEE DETAIL)GENERAL NOTES:1.INSTALL ALL TEMPORARY EROSION CONTROL MEASURES (IN ACCORDANCE WITHMnDOT GENERAL CONDITIONS 2573) PRIOR TO THE START OF ANY CONSTRUCTIONOPERATION THAT MAY CAUSE ANY SEDIMENTATION OR SILTATION AT THE SITE.2.INSTALL STORM DRAIN INLET PROTECTION TO PREVENT CLOGGING OF THE STORMSEWER AND SEDIMENT LOADS TO DOWNSTREAM STORM WATER FACILITIES ORWATERBODIES.3.IF THE STORMWATER BMP IS BEING DESIGNED TO SERVE AS A TEMPORARYSEDIMENT BASIN, GRADE THE BMP TO WITHIN THREE (3) FEET OF FINAL GRADE TOPROTECT THE UNDERLYING MATERIAL FROM CLOGGING. ONCE CONSTRUCTION INTHE CONTRIBUTING DRAINAGE AREA HAS BEEN COMPLETED AND THE SITE ISSTABILIZED, EXCAVATE THE INFILTRATION BASIN TO FINAL GRADE AND COMPLETECONSTRUCTION OF THE BMP.4.GRADING OF THE INFILTRATION BASIN SHALL BE ACCOMPLISHED USINGLOW-IMPACT EARTH-MOVING EQUIPMENT TO PREVENT COMPACTION OF THEUNDERLYING SOILS. SMALL TRACKED DOZERS AND BOBCATS WITH RUNNERTRACKS ARE RECOMMENDED.5.EXCAVATE THE INFILTRATION BASIN TO THE SPECIFIED DEPTH (ELEVATION). IT ISRECOMMENDED THAT ALL SUB MATERIAL BELOW THE SPECIFIED ELEVATIONSHALL BE LEFT UNDISTURBED, UNLESS OTHERWISE DIRECTED BY THE ENGINEER.6.GRADE TO THE DEPTH (ELEVATION) SPECIFIED IN THE CONSTRUCTIONDOCUMENTS UNLESS OTHERWISE DIRECTED BY THE ENGINEER.7.IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING ORIMMEDIATELY FOLLOWING EXCAVATION, THIS MATERIAL WILL NEED TO BEREMOVED FROM THE BASIN PRIOR TO INITIATING THE NEXT STEP IN THECONSTRUCTION PROCESS. SEDIMENT THAT HAS BEEN WASHED INTO THE BASINDURING THE EXCAVATION PROCESS CAN SEAL THE PERMEABLE MATERIAL,SIGNIFICANTLY REDUCING THE INFILTRATION CAPACITY OF THE SOILS.8.SEEDING AND INSTALLATION OF EROSION CONTROL BLANKET SHALL BECOMPLETED WITHIN 48 HOURS OF FINAL GRADING.9. INFILTRATION AREA SHALL BE STAKED OFF DURING CONSTRUCTION TO RESTRICTHEAVY EQUIPEMENT TRAFFIC FROM COMPACTING NATIVE SOILS.CONSTRUCTION SEQUENCING:1.PERFORM CONTINUOUS INSPECTIONS OF EROSIONCONTROL PRACTICES.2.INSTALL SILT FENCE ALONG THE PERIMETER OF THE SITETO PREVENT SEDIMENT FROM LEAVING THE SITE DURINGTHE CONSTRUCTION PROCESS.3.ALL DOWNGRADIENT PERIMETER SEDIMENT-CONTROLBMPS MUST BE IN PLACE BEFORE ANY UP GRADIENTLAND-DISTURBING ACTIVITY BEGINS.4.REMOVE TOPSOIL FROM THE SITE AND PLACE INTEMPORARY STOCKPILE LOCATION. TEMPORARY SEEDTHE STOCKPILE.5.INSTALL UNDERGROUND UTILITIES (WATER, SANITARYSEWER, ELECTRIC AND PHONES) TAKING THE LOCATIONAND FUNCTION OF STORM WATER BMPS INTOCONSIDERATION.7.SEED AND MULCH DISTURBED AREAS ON SITE.8.CONSTRUCT THE ROADS TAKING THE LOCATION ANDFUNCTION OF STORM WATER BMPS INTO CONSIDERATION.9.PERFORM ALL OTHER SITE IMPROVEMENTS TAKING THELOCATION AND FUNCTION OF THE STORM WATER BMPSINTO CONSIDERATION.10.FINAL GRADE THE SITE.11.STABILIZE THE SITE BY IMPLEMENTING THE NATIVESEEDING AND PLANTING PORTION OF THE LANDSCAPINGPLAN.12.INSTALL THE EROSION CONTROL BLANKET13.REMOVE THE SILT FENCE AFTER THE SITE IS STABILIZEDPER PROJECT ENGINEER APPROVAL.PAVEMENT1/2"R4"
11"31SLOPE3/4" PER FT1/2"R7"12"12"CONCRETE D412 CURB & GUTTERN.T.S.AGGREGATE BASE AS PERADJACENT PAVEMENT SECTION
DETAILS
DETAILSC74:01 PM W:\Projects\Canvas Craft-FFILLC-51215\2026-10011\25-0463.00 Canvas Craft\Civil\CAD Files\25-0463 CoverSWPPPDetails.dwg2/20/2026
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CHECKED BY:
DRAWN BY:
DESIGN BY:
DATE: SHEET NO.CANVAS CRAFT
SITE EXPANSION
City of Otsego, Wright County, MN
02/20/2026
2026-10011
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N 3' MIN.AABBWIDTH (10' TYPICAL)4:1 MAX4:1 MAXTOP OF BERM ELEVATION(PER PLAN)PLAN VIEWSECTION ASECTION B1' OF FREEBOARDTOP OF BERM ELEVATION(PER PLAN)COMPACTED SUBGRADEWOVEN GEOTEXTILE FABRIC4:1 MAXWIDTH (10' TYPICAL)4:1 MAXEMERGENCY OVERFLOW ELEVATION (PER PLAN)OVERFLOW WATER LEVEL414118"± THICK RIP-RAP(VOLUME PER PLAN)18"± THICK RIP-RAP(VOLUME PER PLAN)DOWNSLOPE AREATOP OF BERM ELEVATION(PER PLAN)EMERGENCY OVERFLOW ELEVATION (PER PLAN)NOTES:1.WOVEN GEOTEXTILE FABRIC SHALL MEET OR EXCEED STANDARDS OF IUM MATERIAL SPEC. 592, TABLE1, CLASS 1, II, OR II.TYPICAL EMERGENCY OVERFLOWN.T.S.3' MIN.1.THE SEDIMENT LOGS SHALL BE TRENCHED 4" INTO THE GROUND ANDSHALL BE STAKED BY STEEL FENCE POSTS OR 2"X 2" WOOD STAKES.2.SOIL SHALL BE COMPACTED ON THE UPSLOPE SIDE OF LOGS.12"10" DIA. SEDIMENT LOGCOMPACTED SOIL TOPREVENT PIPINGSEDIMENT-LADEN RUNOFFSTAKED AND ENTRENCHED 10" DIA.SEDIMENT LOGFILTERED RUNOFFEROSION CONTROLBLANKETSEDIMENT FILTER LOG INSTALLATIONN.T.S.27"48"TO 72"INTERNAL CHIMNEY SEAL(CRETEX INTERNAL CHIMNEYSEAL OR EQUAL)CASTING PER SPECIFICATIONSPORTLAND CEMENT MORTAROR NON-SHRINK GROUTPRECAST CONCRETEADJUSTMENT RINGSPIPE CONNECTION TOMEET ASTM C923(REFER TO OPTIONSSHOWN IN PIPECONNECTION TOMANHOLE STRUCTURESDETAIL)PIPE CONNECTION TO MEETASTM C923(REFER TO OPTIONS SHOWNIN PIPE CONNECTION TOMANHOLE STRUCTURESDETAIL)PRECAST CONCRETE ADJUSTMENT RINGSEXTERNAL CHIMNEY SEAL(CRETEX EXTERNAL CHIMNEYSEAL OR EQUAL)PORTLAND CEMENT MORTAR OR NON-SHRINK GROUTCASTING PER SPECIFICATIONS*PRECAST CONCRETE MANHOLES SHALL MEET ASTM C478 AND ASTM C497.STORM SEWER MANHOLESN.T.S.2121A42'2'114ALBBFILTER FABRIC2SECTION B-B12"18"8.911.910.414.07.16.9DIA.ROUNDLCLASS 3d50 = 9"RIP RAPTABLE OF QUANTITIES18" DEPTHCU.YD.SQ.YD.FILTERFABRIC(IN.)FT.12"15"18"21"24"30"12171321988810101215NOTE:RIP-RAP SHALL BEINSTALLED TO PROVIDEEASY REMOVAL OFTRASH GUARD.DOR SPANFILTER FABRICNOTE:PIPE SIZES LARGER THAN THOSE SHOWN REQUIRE A SPECIAL DESIGN.FOR PIPES GREATER THAN OR EQUAL TO 30". USE 1.5'GEOTEXTILE FABRIC, MnDOT SPEC. 3733, SHALL COVER THE AREA OF THERIPRAP AND EXTEND UNDER THE CULVERT APRON 3 FT.12"18"RIP-RAPRIP-RAPSTORM SEWER RIP-RAP INSTALLATIONN.T.S.