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Item 3.1 Everbrook daycare 3601 Thurston Avenue Anoka, MN 55303 763.231.5840 TPC@PlanningCo.com 1 PLANNING REPORT TO: Otsego Planning Commission FROM: D. Daniel Licht DATE: 15 February 2024 60 DAY DATE: 19 March 2024 RE: Otsego – Everbrook Academy TPC FILE: 101.02 BACKGROUND Oppidan Holdings, LLC has submitted plans for Outlot A, Shoppes at Great River Centre Second Addition, which is located south of 87th Street and West of Parson Avenue. The development consists of a proposed Everbrook Academy day care facility with opportunity for a future second use. The proposed development requires consideration of a preliminary plat, final plat and vacation of drainage and utility easements for subdivision of the outlot and approval of a PUD Development Stage Plan for the day care subject to performance standards established by Chapter 30 of the Zoning Ordinance. A public hearing to consider the application has been noticed for the Planning Commission meeting on TUESDAY, 20 February 2024 at 7:00PM. Exhibits:  Site Location Map  Applicant Narrative dated January 19, 2024  Preliminary Plat dated 1/19/2024  Final Plat (not dated)  Site Construction Plans dated 01/17/24 (16 sheets)  Exterior Elevations dated 01/15/2024  Fixture Plan dated 01/15/2024 2 ANALYSIS Use. The subject site 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 amened on 23 March 2023 to allow those permitted, conditional, and interim uses as provided for in the B1, Retail Business District. Day care uses are allowed as a conditional use within the B1 District subject to the performance standards established by Chapter 30 of the Zoning Ordinance. The proposed use is consistent with the PUD District. Future Phase. The proposed day care facility is located on the southern portion of the subject site. There is opportunity to develop a second use within the north portion of the subject site. 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 approval of a PUD Development Stage Plan. Lot 1, Block 1 could also be subdivided to allow for development of a second future use subject to approval of a preliminary plat, final plat, and PUD Development Stage Plan Subdivision. The developer has submitted a preliminary and final plat to establish Outlot A, Shoppes of Great River Center Second Addition as one lot and block. The following paragraphs address the proposed platting of the property.  Lot Requirements. There are no minimum lot area or width requirements for subdivision of lots within the PUD District. Lot 1, Block 1 is proposed to be 2.3 acres in acres in area and is 264 feet in width as measured at the front setback line parallel to 87th Street. The necessary area and width of a specific lot is to be based on the lot standards of the B1 District, which requires a minimum area of one acre in area and minimum width of 200 feet. The proposed lot complies with the minimum lot requirements of the PUD District.  Right-of-Way. The subject site abuts 87th Street and Parson Avenue. Right-of-way for these streets (and abutting sidewalks) was previously dedicated. No additional right-of- way dedication is required for the proposed final plat. 3  Sidewalks/Trails. There is an existing sidewalk along the north line of the subject site abutting 87th Street. The submitted plans indicate construction of a five-foot wide concrete sidewalk along the east side of the subject site abutting Parson Avenue. The plans must be revised to extend the sidewalk south to intersect the public trail constructed with the Great River Centre of Otsego Seventh Addition (Due North). All sidewalk plans are subject to review and approval of the City Engineer.  Utilities. The subject site 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 Charges will be collected at the time a building permit is issued for build out of proposed day care building based on the proposed occupancy and Fee Schedule in effect at that time.  Easements. Section 10-8-12 of the Subdivision Ordinance requires establishment of drainage and utility easements at the perimeter of each lot, over public utility lines, and regional stormwater drainage facilities. Existing drainage and utility easements dedicated over the outlot with the final plat of the Shoppes at Great River Centre Second Addition are to be vacated. The proposed final plat illustrates proposed perimeter easements and those required for stormwater and utility purposes. All drainage and utility easements are subject to review and approval of the City Engineer.  Park Dedication. Section 10-8-15 of the Subdivision Ordinance establishes park dedication requirements for new subdivisions. Park dedication requirements for the Great River Centre of Otsego plat, which includes the Shoppes of Great River Centre Second Addition plat, were satisfied by the initial subdivision approval. No additional park dedication requirements need to be met for platting of the subject site. PUD Development Stage Plan. Lot 1, Block 1 is proposed to be developed with a day care facility. The following paragraphs address the PUD Development Stage Plan for Lot 1, Block 1.  Building Finish. The submitted plans include elevations for the proposed building that includes a schedule of proposed materials for exterior finishes that complies with Section 11-17-4.D.1 of the Zoning Ordinance. The exterior finish of brick, glass, CMU, and stucco creates a substantial looking building. To enhance the building appearance consistent with the PUD Design Guidelines and consistent with other buildings in the area, the developer will incorporate a row of CMU at the base of the east elevation and utilize standing seam metal roof sections to be shown on revised building elevations. 4  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.  Setbacks. The table below shows the setbacks required within the PUD District. The site plan complies with applicable setback requirements. Note that there is no parking setback from the west lot line based on the shared accesses. Parson Ave. North West South Parking ROW Interior 20ft. 10ft. 10ft. 10ft 15ft. 5ft.  Access. The subject site has accesses to 87th Street and Parson Avenue shared with Lot 1, Block 1 Shoppes at Great River Centre (Wings Financial) and Lot 1, Block 1 Shoppes at Great River Centre 2nd Addition (Tires Plus) to 87th Street. The developer is not proposing to modify the access or drive aisle to 87th Street. The east-west drive aisle and access to 87th Street will be modified to install curb along the south side of the existing drive aisle as part of the parking improvements for the day care facility. The north side of the drive aisle would be improved when the future phase is developed.  Off-Street Parking. Section 11-21-8 of the Zoning Ordinance requires daycare uses provide one off-street parking stall for each 4 persons of licensed capacity. The developer states that the licensed capacity of the proposed use is to be 156 children. The proposed licensed capacity of the day care use requires 39 off-street parking stalls. The site plan provides for 29 off-street parking stalls north and west of the day care building with its front entrance at the northwest corner. There are 12 on-street parking stalls, which are limited to two-hour parking, on the west side of Parson Avenue that would be available to the day care use. The site plan also illustrates potential for 2 proof-of-parking stalls that could be constructed through a proof of parking agreement on the north side of the east-west drive aisle prior to a future phase of development on the north portion of the subject site. The supply of parking will be adequate for the proposed use and subject to further review with development of the north portion of the subject site. Angled 60-degree stalls are designed as nine feet width by 21 feet deep and 90-degree stalls are shown on the site plan as nine feet wide by 18 feet in depth. There are concrete bollards at the front of the stalls to protect the sidewalk. Measuring from the curb at the front of the 60-degree stalls to the curb line at the rear of the stalls, the required 20 foot depth is provided. The 60-degree stalls are accessed by an 18 foot wide drive aisle and the 90 degree stalls are accessed by a 28 foot wide drive aisle shared with Tires Plus. The dimensions of the off-street parking area complies with Section 11-21-7.B of the Zoning Ordinance. 5 The off-street parking area is shown to be surfaced with asphalt and surrounded by perimeter concrete curb as required by Section 11-21-7.C and D of the Zoning Ordinance. The design and construction specifications for the off-street parking area are to be subject to review and approval of the City Engineer.  Landscaping. A landscape plan has been submitted that provides plantings in the perimeter yards and the building foundation. We recommend adding one additional shade tree to the north end of the line along Parson Avenue and to consider substituting low maintenance grasses and shrubs for the sod in the curb island north of the building. The sizes of proposed plantings comply with the provisions of Section 11-19-2.B of the Zoning Ordinance, except that the evergreen trees must be changed to eight feet in height. Section 5-2-3.C.2 of the City Code requires installation of in-ground irrigation for the yards and planting areas within the property and Parson Avenue boulevard, which is indicated on the landscape plan.  Fence. The outdoor play areas are surrounded by fencing shown site plan. At the northeast corner of the building is a seven-foot white vinyl privacy fence (shown on building elevation). The remainder of the outdoor play area to the east and south of the building is enclosed by a six foot vinyl coated chain link fence and a 4 foot vinyl coated chain link fence as an interior divider between outdoor play areas. The City has required the two other approved day care facilities within this area to utilize ornamental metal rod fencing for the outdoor play areas, which is appropriate for this location as well given visibility from Parson Avenue. The Planning Commission should also review the color of the proposed privacy fence as white is more typical of a residential installation. The fencing as shown on the site plan will require a fence permit subject to review and approval of the Zoning Administrator.  Signs. The submitted plans illustrate wall signs on the north and east elevations at the entry section of the building. The signs will be visible to some extent from 87th Street, Parson Avenue, and Parrish Avenue (CSAH 42) identifying the building location as well as the entry. The individual wall signs are allowed to be up to 100 square feet in area. The PUD District design guidelines allows the subject site one 64 square foot free standing monument sign that is anticipated to be located at the 87th Street Parson Avenue intersection that would be required to be shared with a potential future use on the north portion of the subject site. 6 The site plan illustrates a free standing sign located at the 87th Street right-in/right-out access at the northwest corner of the subject site. City staff does not see an issue with the proposed sign location. The proposed free standing sign is setback 10 feet from the public right-of-way as required by Section 11-37-3.B of the Zoning Ordinance. No plans for the height or area of the proposed free standing sign have been provided, although it is indicated on the site plan to be a monument design. A sign permit subject to review and approval of the Zoning Administrator is required prior to placement of any signs upon the property.  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 and complies with Section 11-16-6 of the Zoning Ordinance.  Waste Storage. The submitted plans show a location for waste storage containers within an enclosure at the southwest corner of the proposed building. Plans for construction of the 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.  Grading. The developer has submitted plans for grading, drainage, and erosion control for development the subject site. All stormwater management issues are subject to review and approval of the City Engineer. Development Contact. Section 10-10-4.A of the Subdivision Ordinance requires execution of a Development Contract with final plat approval by to provide for completion of public improvements, establishment of required securities, and payment of applicable fees related to the subdivision of the subject site. 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 site. The City Attorney will draft the Development Contract addressing both the subdivision and site improvements for approval by the City Council. Criteria. The Planning Commission’s consideration of the PUD Development Stage Plan for Lot 1, Block 1 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 site 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 business expands daycare options within Otsego and is consistent with the land uses guided by the Future Land Use Plan. 7 2. The proposed use's compatibility with present and future land uses of the area. Comment: The table below summarizes existing and planned land uses surrounding the subject site. The proposed day care is appropriately located within the Village Centre portion of the Great River Centre of Otsego development, which includes smaller scale service businesses as outlined below. The proposed use will be compatible with the surrounding area. Direction Land Use Plan Zoning Map Existing Use North Commercial PUD District Undeveloped Target East Commercial PUD District Office Day Care South Commercial PUD District Undeveloped Car wash West Commercial PUD District Wings Financial Tires Plus 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 roadways with capacity to accommodate local and regional traffic. 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 site 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. RECOMMENDATION The proposed Shoppes at Great River Centre Third Addition plat and development of Everbrook Academy are consistent with the policies of the Comprehensive Plan and complies with the requirements of the Zoning Ordinance and Subdivision Ordinance. Our office recommends approval of the applications as outlined below. 8 POSSIBLE ACTIONS A. Motion to recommend approval of vacation of drainage and utility easements; a preliminary plat for Shoppes at Great River Centre Third Addition; and a PUD Development Stage Plan for Lot 1, Block 1, Shoppes at Great River Centre Third Addition, subject to the following conditions: 1. Approval of the preliminary plat shall not guarantee access to sanitary sewer service. The City shall only allocate sanitary sewer capacity to approved final plats with signed development contracts to assure the City of timely development. 2. The submitted plans shall be revised to extend a 5-foot wide concrete sidewalk adjacent to Parson Avenue south to intersect the public trail constructed with the Great River Centre of Otsego Seventh Addition (Due North), subject to review and approval of the City Engineer. 3. All utility plans shall be subject to review and approval of the City Engineer. 4. The developer shall will pay Utility Availability Charges at the time of final plat approval in accordance with the Fee Schedule in effect. 5. All drainage and utility easements shall be subject to review and approval of the City Engineer. 6. The site and building plan approval and the stipulations, limitations, and conditions therein shall be applied to the property in question. 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. 7. The construction specifications for the off-street parking area shall be subject to review and approval of the City Engineer. 8. Landscaping: a. The landscape plan shall be revised to: (1) Add one shade tree to the north end of the line along Parson Avenue (2) Substitute low maintenance grasses and shrubs for the sod in the curb island north of the building. 9 b. In-ground irrigation shall be installed in all yards, planting areas, and Parson Avenue boulevard as required by Section 5-2-3.C.2 of the City Code. 9. Proposed chain link fence shall be replaced with metal rod and comply with Section 11-19-4.H of the Zoning Ordinance. 10. The color of the proposed privacy fencing shall be subject to review and approval of the Planning Commission. 11. 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. 12. The enclosure for 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. 13. All stormwater management, grading, drainage, and erosion control plans shall be subject to review and approval of the City Engineer. 14. The property owner shall execute a Development Contract as drafted by the City Attorney, subject to approval of the City Council. B. Motion to recommend the application be denied based on a finding that the request is inconsistent with the Comprehensive Plan and requirements of the Zoning Ordinance. C. Motion to table. c. Adam Flaherty, City Administrator/Finance Director Audra Etzel, City Clerk Ron Wagner, City Engineer David Kendall, City Attorney Site Location Map 461 ft Overview Legend Roads CSAHCL CTYCL MUNICL PRIVATECL TWPCL Highways Interstate State Hwy US Hwy City/Township Limits c t Parcels Torrens Katie Kalland, Deputy Clerck – City of Otsego Learning Care – Everbrook Academy Preliminary &Final Plat-CUP-Site Plan/Zoning Review-Easement Vacation January 19,2024 Proposed Development The existing property, currently platted as Outlot A, The Shoppes at Great River Centre Second Addition, consisting of approximately Lot 2, Block 1, Town Center Commercial of St. Michael Seventh Addition, consists of approximately 2.3 acres, which includes an land area that provides common access to lots on the west side of this property from Parsons Avenue and 87th Street. This lot is part of the larger shopping area which includes Target. The property is currently vacant, and the uses were intended to be retail, restaurant and other commercial and office uses. The current proposal for this property is to develop it into an Everbrook Daycare building of 11,700 s.f. and the adjoining playground area. The site plan will include 29 parking stalls on-site, south of the shared driveway. We have identified potential additional stalls on the north side of the driveway if required. Utility services are currently available with stubs on the site for water and sanitary sewer. In addition, the pond on the south was designed to accommodate development of this area. We have provided the stormwater drainage information with this submittal. The building design includes the use of materials to meet the standards of the City. This includes a mix brick, stone and glass to meet the Class 1 Material requirements and stucco and cement board panels for the balance of the building. The roof is a pitched roof with asphalt shingles. The trash area for each building is included to the southwest, adjacent to the parking areas. The enclosure will be masonry materials, in compatible colors, and will have gates for access. Signage will include building signs for the user. Additionally, we have indicated a potential location for a monument sign along 87th Street. We understand that all signs will require separate submittals for review, approval and permitting to construct. This application includes the platting of the property from an Outlot (its current designation) to Lot-Block. In doing this, we are also requesting a vacation of the current platted Drainage & Utility Easements, which are replaced by new Drainage & Utility Easement on the Final Plat. Lastly, we will be modifying the existing Roadway Easement within this development. The main reason is that the access road that exists today was not built within the easement that was recorded. It is slightly north of the easement area recorded. Secondarily, there is a shared stormwater line that is on the leg of the driveway easement that runs North/South from 87th Street that is right at the eastern edge of the easement. We are expanding that by 7 feet to provide some area to work in, within the easement, should that be required in the future. We are excited about the development and look forward to working with the City of Otsego on this. SHEET NUMBEROPPIDAN400 WATER STREET, SUITE 200EXCELSIOR, MN 55331JOSEPH T RADACH PENAME:SIGNATURE:DATE: 01/17/24 LIC #: 45889I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA8195 VERNON STREET, ROCKFORD, MN 55373TEL: 612.730.2265 | WWW.CONTOURCD.COMEVERBROOK ACADEMYOTSEGO, MINNESOTAOWNERREVISIONS1.2.3.4.5.6.7.ISSUE DATE: 01/17/24c:\users\contour civil\dropbox\pc\desktop\contour\_jobs\24001 - everbrook otsego\cad\24001_cover.dwg01/03/24BY: JTRTITLE SHEETC0.0C0.0C1.1C2.1C3.1C4.1C5.1C5.2C5.3C6.1C6.2C6.3C6.4C6.5L1.1SITE CONSTRUCTION PLANSFOREVERBROOK ACADEMYOTSEGO, MNSITE LOCATION MAPOTSEGOWRIGHT COUNTYAERIAL MAPSHEET INDEX87TH STREET NEPARRISH AVENUE NEPARSON AVENUE NE85TH STREET NETITLE SHEETALTA/NSPS LAND TITLE SURVEYEXISTING CONDITIONS & REMOVALS PLANSITE PLANUTILITY PLANGRADING AND DRAINAGE PLANEROSION CONTROL PLAN, PHASE IEROSION CONTROL PLAN, PHASE IISWPPP NARRATIVEDETAILSDETAILSDETAILSDETAILSDETAILSLANDSCAPE PLANPHOTOMETRIC PLANSITESITE COCORim=864.16Inv=851.05Rim=864.4Rm=8Sump=846.8Rim=864.7R84Inv=851.0nv510Rim=863.3R8mInv=852.7I27vInv=855.448" RCP"8Rim=862.836" RCPRim=861.88=RInv(N)=856.2265)Nv2Inv(E)=857.5558EvInv(S)=856.116))SRim=861.8Inv=857.7Rim=864.1R86Inv=856.9I836" RCPRCPRCP8" PVCP"88" PVCVC8" PVCP15" RCP5R5Inv=856.46.464Rim=862.7Inv=859.0Rim=862.7Inv(N)=856.9Inv(E)=858.7Inv(S)=856.6Inv(W)=858.6Rim=862.0Inv(E)=857.6Inv(S)=857.6Inv(W)=857.9Rim=861.9Inv(E)=858.4Inv(W)=858.512" RCPRC12" RCPEdge ofcattails8" DIPI88" PVCCV8PVC8" DIPPI8P6" PVC6" DIP6" PVCV6" DIP 12" DIP1D8" DIPI8D88" DIPD"8" PVCVP"8" PVCCP821" RCPCPC24" RCRCRCCR18" RCP115" RCPRCC48" RCPCRRim=863.7Inv=853.6(per plans)Rim=863.9Inv=853.0(per plans)865864863862 861863863 863 863864863 864862861860859858857856 86386386315" RCP15" RCPPARSONS AVENUE NE84TH STREET NESAWCUT & REMOVECONCRETE CURB & GUTTERSAWCUT & REMOVECONCRETE CURB & GUTTERSAWCUT & REMOVEBITUMINOUS PAVEMENTSAWCUT & REMOVEBITUMINOUS PAVEMENTSAWCUT & REMOVEBITUMINOUS PAVEMENTPROTECT EXISTINGUTILITIES DURINGCONSTRUCTION (TYP)REPLACE CASTING(SEE SHEET C3.1)RELOCATE STOP SIGN(SEE SHEET C2.1)PROTECT EXISTINGUTILITIES DURINGCONSTRUCTION (TYP)SHEET NUMBEROPPIDAN400 WATER STREET, SUITE 200EXCELSIOR, MN 55331JOSEPH T RADACH PENAME:SIGNATURE:DATE: 01/17/24 LIC #: 45889I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA8195 VERNON STREET, ROCKFORD, MN 55373TEL: 612.730.2265 | WWW.CONTOURCD.COMEVERBROOK ACADEMYOTSEGO, MINNESOTAOWNERREVISIONS1.2.3.4.5.6.7.ISSUE DATE: 01/17/24c:\users\contour civil\dropbox\pc\desktop\contour\_jobs\24001 - everbrook otsego\cad\24001_remove.dwg01/14/24BY: JTR< SCALE IN FEET >0Know what'sREXISTINGPROPOSEDEASEMENT LINEPROPERTY LINESTORM SEWERCURB LINECONCRETE PAVEMENTBITUMINOUS PAVEMENTLEGENDSANITARY SEWERWATER MAINCONCRETE WALK/STOOPBENCHMARKMINNESOTA DEPARTMENT OF TRANSPORTATIONGSID STATION #50367, NAMED FIELD MNDTELEVATION: 862.94 (NAVD 88)STORM CATCH BASINUNDERGROUND ELECTRICSTORM MANHOLEUNDERGROUND GASOTHER SYMBOLSSEE SURVEYHYDRANTSEE SURVEYGATE VALVESEE SURVEYSEE SURVEYSEE SURVEYLIGHT POLESEE SURVEY5' CONTOUR1' CONTOUR960959EXISTING CONDITIONS& REMOVALS PLANC1.1REMOVAL PLAN NOTES1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. ITSHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THELOCATION, DEPTH AND TYPES OF EXISTING UTILITIES AND TO NOTIFYTHE OWNER AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIESOR VARIATIONS FROM THE PLANS.2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECTALL EXISTING UTILITIES, APPURTENANCES AND STRUCTURES NOTINDICATED FOR REMOVAL. DAMAGE CAUSED BY DEMOLITIONOPERATIONS SHALL BE REPAIRED AT NO ADDITIONAL COST TO THEOWNER.3. CONTRACTOR TO REMOVE/RELOCATE EXISTING PRIVATE UTILITIES ASNECESSARY. THE CONTRACTOR SHALL COORDINATE THESEACTIVITIES WITH THE UTILITY COMPANIES.4. THE CONTRACTOR IS RESPONSIBLE FOR ALL THE REMOVALS SHOWNON THE PLANS AND SHALL CONFORM/ADHERE TO ALL GOVERNINGSTATE AND LOCAL REGULATIONS. ALL PERMITS, APPLICATIONS ANDFEES ARE THE RESPONSIBILITY OF THE CONTRACTOR.5. ALL SAWCUTS SHALL BE FULL-DEPTH CUTS.6. ALL WORK WITHIN THE ADJACENT STREET RIGHTS OF WAY MUST BECOORDINATED WITH AND APPROVED BY THE CITY PUBLIC WORKSDEPARTMENT.EXISTING CONDITIONS NOTES1. EXISTING CONDITIONS BASED ON ALTA/NSPS LAND TITLE SURVEYPREPARED BY E.G. RUD & SONS, INC. DATED 12/4/23.AS NOTED DO NOT ENTER 84TH STREET NEPARSONS AVENUE NENO PARKINGCOCOEdge ofcattails 10 19 22 16.8181982.57.1191891666.75740.77.78.226.17.81887.5869 TYP 9TYP9TYPR4.5R4.5R5R15R5R8R8R15R10 R840R260PROOF OF PARKING10530 FT. BUILDING SETBACK15 FT. PARKING SETBACK20 FT. BUILDING SETBACK15 FT. PARKING SETBACK10 FT. BUILDING SETBACK5 FT. PARKING SETBACK21.55.215.625.316.411.39.3PROPOSEDBUILDING173.71111111122222182223333333333314144556667TYP7TYP89TYP9TYP10TYP1011131313151516171920BEGIN20END21212121212122AABCC1212121247.539SHEET NUMBEROPPIDAN400 WATER STREET, SUITE 200EXCELSIOR, MN 55331JOSEPH T RADACH PENAME:SIGNATURE:DATE: 01/17/24 LIC #: 45889I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA8195 VERNON STREET, ROCKFORD, MN 55373TEL: 612.730.2265 | WWW.CONTOURCD.COMEVERBROOK ACADEMYOTSEGO, MINNESOTAOWNERREVISIONS1.2.3.4.5.6.7.ISSUE DATE: 01/17/24c:\users\contour civil\dropbox\pc\desktop\contour\_jobs\24001 - everbrook otsego\cad\24001_site.dwg01/16/24BY: JTR< SCALE IN FEET >0Know what'sREXISTINGPROPOSEDEASEMENT LINEPROPERTY LINESTORM SEWERCURB LINECONCRETE PAVEMENTBITUMINOUS PAVEMENTLEGENDSANITARY SEWERWATER MAINCONCRETE WALK/STOOPBENCHMARKMINNESOTA DEPARTMENT OF TRANSPORTATIONGSID STATION #50367, NAMED FIELD MNDTELEVATION: 862.94 (NAVD 88)STORM CATCH BASINUNDERGROUND ELECTRICSTORM MANHOLEUNDERGROUND GASOTHER SYMBOLSSEE SURVEYHYDRANTSEE SURVEYGATE VALVESEE SURVEYSEE SURVEYSEE SURVEYLIGHT POLESEE SURVEYSITE PLANC2.11. ALL DIMENSIONS ARE TO FACE OF CURB AND OUTSIDE FACE OFBUILDING UNLESS OTHERWISE NOTED.2. ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED.3. TYPICAL PARKING STALLS ARE 9' X 18 UNLESS OTHERWISE NOTED.4. ALL PEDESTRIAN RAMPS SHALL MEET CURRENT ADA STANDARDS.5. UNLESS OTHERWISE SHOWN IN THE PLANS, CONTRACTOR SHALLPROVIDE CONTROL JOINTS AND EXPANSION JOINTS IN SLAB ONGRADE, SIDEWALKS, AND DRIVES PER THE FOLLOWING REQUIREMENTS:CONTROL JOINTS: WALKS @ 8' SPACINGOTHERS @ 10' SPACINGSAWCUT CONTROL JOINTS MINIMUM 14 CONCRETE THICKNESS.EXPANSION JOINTS: WALKS @ 24' SPACINGOTHERS @ 40' SPACINGPROVIDE EXPANSION JOINT AT ALL POINTS WHERE A CHANGEIN PAVEMENT THICKNESS OCCURS AND WHERE NEW PAVEMENT WILL MATCH EXISTING PAVEMENT.DOWEL ALL EXPANSION JOINTS AT 24" SPACING MAX.* SEE ARCHITECTURAL SITE PLANS FOR ADDITIONAL SITE PLAN NOTES.1. LANDSCAPE AREA. SEE LANDSCAPE PLAN.2. MATCH EXISTING CURB/SIDEWALK/PAVEMENT.3. 4" CONCRETE WALK/PATIO.4. 6" CONCRETE PAVEMENT/APRON.5. PEDESTRIAN CURB RAMP WITH TRUNCATED DOMES.6. PEDESTRIAN CURB RAMP, STANDARD.7. 6" CONCRETE FILLED PIPE BOLLARD.8. TRASH ENCLOSURE.9. 4" SOLID WHITE LINE.10. SOLID WHITE PAVEMENT MARKING.11. TRANSFORM PAD. FINAL LOCATION TO BE CONFIRMED BY CONTRACTORAND ELECTRIC PROVIDER.12. LIGHT POLE AND BASE.13. CONCRETE VALLEY GUTTER PER CITY PLATE 702.14. 6 FT. WIDE, 4" CONCRETE SIDEWALK.15. PATCH EXISTING ROAD WITH EQUAL SECTION.16. FLAG POLE PER OWNER.17. MONUMENT SIGN.18. RELOCATE STOP SIGN FROM HERE TO HERE.19. 4 FT. ORNAMENTAL ALUMINUM FENCE, BLACK.20. 4 FT. VINYL COATED CHAIN LINK FENCE, BLACK.21. 6 FT. VINYL COATED CHAIN LINK FENCE, BLACK.22. 7 FT. SEMI PRIVATE VINYL FENCE, WHITE.KEYNOTESSITE PLAN NOTESSITE DATASTANDARD STALLS:HANDICAP STALLS:PROOF STALLS:TOTAL STALLS:PARKING SUMMARYLAND USE DESIGNATION:EXISTING ZONING:PROPOSED ZONING:PARCEL AREA:IMPERVIOUS AREA:BUILDING:PAVEMENTS:TOTAL:PERVIOUS AREA:272 22 51COMMERCIALPUDPUD100,376 SF11,611 SF 12% 42,125 SF 42%53,736 SF 54%46,640 SF 46%SIGN SCHEDULEA. HANDICAP PARKING SIGN ON: R7-8m W/R7-8b (12" X 18")6" CONCRETE BOLLARDB. NO PARKING SIGN ON: R8-3a (12" X 18")C. DO NOT ENTER SIGN: R7-8m W/R7-8b (12" X 18")1. ALL SIGNS SHALL BE PLACED 18" MINIMUM BEHIND BACK OF CURBUNLESS OTHERWISE NOTED.2. SIGNS SHALL INCLUDE HARDWARE, POST, FOOTING, CASING, AND ALLAPPURTENANCES REQUIRED FOR TYPICAL INSTALLATION.3. PARKING LOT STRIPING AND PAVEMENT MARKINGS SHALL BE 4" SOLIDWHITE PAINT. ALL PAVEMENT LETTERING SHALL BE 12" HEIGHT.4. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE PER THE LATESTEDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES (MMUTCD).SIGNAGE AND PAVEMENT MARKING NOTES DO NOT ENTER 84TH STREET NEPARSONS AVENUE NENO PARKINGCOCORim=864.1Inv=851.0Rim=864.4Rm=8Sump=846.8Rim=864.7R84Inv=851.0nv510Rim=863.3R8Inv=852.7Iv27Inv=855.448" RCP"8Rim=862.836" RCPRim=861.88=RInv(N)=856.2265)Nv2Inv(E)=857.5558EvInv(S)=856.116))SRim=861.8Inv=857.7Rim=864.1R86Inv=856.9I836" RCPRCPRCP8" PVCP"88" PVCVC8" PVCP15" RCP5R5Inv=856.4Rim=862.7Inv=859.0im=862.7R62nv(N)=856.9Inn=nv(E)=858.7InIIIn8nv(S)=856.6Inn=nv(W)=858.6InInv(W) 858 6IInnn=Rim=862.0Inv(E)=857.6Inv(S)=857.6Inv(W)=857.9Rim=861.9Inv(E)=858.4Inv(W)=858.512" RCPRC12" RCPEdge ofcattails8" DIPI88" PVCCV8C8" DIPPI8P6" PVC"66" DIP"6" PVC6V6" DIPD12" DIP1D8" DIPI88" DIPD"8" PVCVP"8" PVCCP821" RCP24" RCPP24 RCPCPCPPR24 RCPPPPCR18" RCP115" RCPRCC48" RCPCRRim=863.7Inv=853.6(per plans)Rim=863.9Inv=853.0(per plans)15" RCP5" RCP11151115155PPREPLACE CASTING W/NEENAH R-3205.ADJUST CASTING TOVALLEY GUTTER GRADE.CONNECT TO EX. 6" PVCSANITARY SEWER SERVICEW/6" X 4" REDUCERIE 853.6(FIELD VERIFY)17' - 4" PVC @ 5.00%PROPOSED BUILDINGFFF = 864.7CLEANOUT854.4536' - 4" PVC @ 5.00%CLEANOUT856.2516' - 4" PVC @ 2.00%IE 856.57CONNECT TO EX. 6" DIPWATER SERVICE W/45°BENDS & 6" G.V. & BOX(FIELD VERIFY)6" DIP CL.5245° BEND6" DIP CL.526" DIP CL.526" X 6" TEEHYDRANT W/G.V.(TURN HYDRANT)GND. EL. 864.56" DIP CL.52WATER SERVICE(FIRE & DOMESTIC)12" RCP FES W/ARTICULATEDCONCRETEBLOCK MATIE 856.471' - 12" RCPCL.5 @ 0.60%STMH 101*RE 863.55IE 856.83-12" SIE 858.00-12" NIE 858.63-10" EIE 852.83-SUMP105' - 12" PVC@ 0.50%STMH 102RE 863.70IE 858.53-12" SIE 858.53-12" EIE 858.53-12" N178' - 12" PVC@ 0.50%CB 103RE 862.83IE 859.42-12" WIE 859.60-6" S12" X 6" WYECONNECTION(TYP)35' - 12" PVC@ 0.50%CB 103RE 862.33IE 858.70-12" S43' - 10" PVCSCH.40 @ 0.60%CLEANOUT858.8976' - 10" PVC@ 0.60%CLEANOUT859.3590' - 10" PVC@ 0.60%CLEANOUT859.8960' - 10" PVC@ 0.60%CLEANOUT860.2510" X 6" WYECONNECTION(TYP)6" PVC DOWNSPOUTCONNECTION (TYP)6" PVC DOWNSPOUTCONNECTION (TYP)10" X 6" WYEIE 859.2843' - 6" PVCSCH.40 @ 4.00%CLEANOUT861.1756' - 6" PERF.PVC @ 1.00%62' - 6" PERF.PVC @ 1.00%123SHEET NUMBEROPPIDAN400 WATER STREET, SUITE 200EXCELSIOR, MN 55331JOSEPH T RADACH PENAME:SIGNATURE:DATE: 01/17/24 LIC #: 45889I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA8195 VERNON STREET, ROCKFORD, MN 55373TEL: 612.730.2265 | WWW.CONTOURCD.COMEVERBROOK ACADEMYOTSEGO, MINNESOTAOWNERREVISIONS1.2.3.4.5.6.7.ISSUE DATE: 01/17/24c:\users\contour civil\dropbox\pc\desktop\contour\_jobs\24001 - everbrook otsego\cad\24001_utility.dwg01/16/24BY: JTR< SCALE IN FEET >0Know what'sREXISTINGPROPOSEDEASEMENT LINEPROPERTY LINESTORM SEWERCURB LINECONCRETE PAVEMENTBITUMINOUS PAVEMENTLEGENDSANITARY SEWERWATER MAINCONCRETE WALK/STOOPBENCHMARKMINNESOTA DEPARTMENT OF TRANSPORTATIONGSID STATION #50367, NAMED FIELD MNDTELEVATION: 862.94 (NAVD 88)STORM CATCH BASINUNDERGROUND ELECTRICSTORM MANHOLEUNDERGROUND GASOTHER SYMBOLSSEE SURVEYHYDRANTSEE SURVEYGATE VALVESEE SURVEYSEE SURVEYSEE SURVEYLIGHT POLESEE SURVEYUTILITY PLANC3.11. SANITARY SEWER, WATER MAIN, AND STORM SEWER CONSTRUCTIONSHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE CITY'SSTANDARD DETAIL SPECIFICATIONS AND THE MINNESOTA PLUMBINGCODE.2. A MINIMUM OF 7.5 FEET OF COVER SHALL BE REQUIRED FOR ALL WATERMAIN AND FORCEMAIN.3. FIRE HYDRANTS AND GATE VALVES SHALL BE IN ACCORDANCE WITH THECITY'S REQUIREMENTS.4. A MINIMUM OF 2.0 FEET OF VERTICAL SEPARATION SHALL BE REQUIREDFOR ALL UTILITY CROSSINGS.5. USE SOLID-CORE, SDR-35, ASTM D3034 POLYVINYL CHORIDE (PVC) PIPE FORDESIGNATED PVC STORM SEWER AND SANITARY SEWER WITH APPROVEDFITTINGS UNLESS OTHERWISE NOTED.6. PVC PIPE DESIGNATED AS PVC SCHEDULE 40, SHALL MEET THEREQUIREMENTS OF ASTM D2665 FOR SCHEDULE 40.7. ALL ROOF DRAIN DOWNSPOUT CONNECTIONS SHALL BE PVC SCHEDULE 40.8. ALL WATER MAIN WORK AND TESTING SHALL BE COORDINATED WITH THECITY'S PUBLIC WORKS DEPARTMENT.9. ALL WATER MAIN MUST HAVE A CONDUCTIVITY TEST, HYDROSTATIC TEST,AND BACTERIA TEST BEFORE THE PROJECT IS COMPLETE AND TURNED ON.10. FINAL BUILDING UTILITY SERVICES AND DOWNSPOUT LOCATIONS SHALL BEVERIFIED WITH ARCHITECTURAL AND PLUMBING PLANS.11. LOCATING WIRES SHALL BE INSTALLED ON ALL NON-CONDUCTIVE STORMSEWER, SANITARY SEWER, AND WATER LINES IN ACCORDANCE WITH THEMINNESOTA RURAL WATER ASSOCIATION (MRWA) TRACE WIRESPECIFICATION GUIDE AND DETAILS.12. INSTALL METER BOX FRAME AND SOLID LID (FORD SERIES A, OR APPROVEDEQUAL) OVER ALL CLEANOUTS.13. ALL WORK WITHIN THE ADJACENT STREET RIGHTS OF WAY MUST BECOORDINATED WITH AND APPROVED BY THE CITY PUBLIC WORKSDEPARTMENT.UTILITY PLAN NOTESSTMHCBCB*10110210310448" DIAMETERR-3067-VBSTRUCTURE NO. SIZESTORM SEWER SCHEDULE24" X 36"STMHNEENAH CASTINGOR EQUAL24" X 36"R-3067-VR-164248" DIAMETER R-16421. TOP 4" SEWER: 856.7BTM 10" STORM: 860.1SEPARATION: 3.42. TOP 6" WATER: 856.9BTM 6" STORM: 859.8SEPARATION: 2.93. TOP 6" WATER: 856.8BTM 10" STORM: 958.8SEPARATION: 2.0UTILITY CROSSINGS* INSTALL PRESERVER ENERGY DISSIPATOR ON 12 INCHINLET PIPE & SKIMMER ON 12 INCH OUTLET PIPE. DO NOT ENTER 84TH STREET NEPARSONS AVENUE NENO PARKINGCOCORim=864.16Inv=851.05Rim=864.4Rm=8Sump=846.8Rim=864.7R84Inv=851.0nv510Rim=863.3R8mInv=852.7I27vInv=855.448" RCP"8Rim=862.836" RCPRim=861.88=RInv(N)=856.2265)Nv2Inv(E)=857.5558EvInv(S)=856.116))SRim=861.8Inv=857.7Rim=864.1R86Inv=856.9I836" RCPRCPRCP8" PVCP"88" PVCVC8" PVCP15" RCP5R5Inv=856.46.464Rim=862.7Inv=859.0im=862.7R62nv(N)=856.9Inn=nv(E)=858.7InIIIn8nv(S)=856.6Inn=nv(W)=858.6InInv(W) 858 6IInnn=Rim=862.0Inv(E)=857.6Inv(S)=857.6Inv(W)=857.9Rim=861.9Inv(E)=858.4Inv(W)=858.512" RCPRC12" RCPEdge ofcattails8" DIPI88" PVCCV8PVC8" DIPPI8P6" PVC"66" DIP"6" PVC6V6" DIPD 12" DIP1D8" DIPI8D88" DIPD"8" PVCVP"8" PVCCP821" RCP24" RCPP24 RCPCPCPPR24 RCPPPPCR18" RCP115" RCPRCC48" RCPCRRim=863.7Inv=853.6(per plans)Rim=863.9Inv=853.0(per plans)865864863862 861863863 863 863864863 864862861860859858857856 86386386315" RCP5" RCP11151115155PPTIP-OUT CURB(TYP )SILT FENCE(TYP)62.663.762.963.463.062.863.664.064.064.264.0563.8563.9T 63.53G 63.53T 64.1G 63.6T 63.9G 63.463.8T 63.47G 63.4763.463.9PROPOSED BUILDINGFFF = 864.763.764.864.364.5864.3664.3663.8463.9264.0364.464.5864.5864.464.1063.9263.7664.364.364.464.364.5864.0963.8463.9563.6564.664.0964.5863.9T 64.0G 64.0T 64.4G 63.9T 64.4G 63.964.564.5864.5863.762.7564.463.864.063.964.263.6364.063.5764.664.164.262.763.063.363.863.762.863.1ROCKCONSTRUCTIONENTRANCE0.6%0.8%2.9%1.4%2.4%3.0%1.3%2%3.4%1.5%1.5%1.5%1.5%1.5%2.0%2.0%2.0%EOF63.5EOF63.1EOF63.0SILT FENCE(TYP)56.4SILT FENCE(TYP)SHEET NUMBEROPPIDAN400 WATER STREET, SUITE 200EXCELSIOR, MN 55331JOSEPH T RADACH PENAME:SIGNATURE:DATE: 01/17/24 LIC #: 45889I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA8195 VERNON STREET, ROCKFORD, MN 55373TEL: 612.730.2265 | WWW.CONTOURCD.COMEVERBROOK ACADEMYOTSEGO, MINNESOTAOWNERREVISIONS1.2.3.4.5.6.7.ISSUE DATE: 01/17/24c:\users\contour civil\dropbox\pc\desktop\contour\_jobs\24001 - everbrook otsego\cad\24001_grade.dwg01/16/24BY: JTR< SCALE IN FEET >0Know what'sREXISTINGPROPOSEDEASEMENT LINEPROPERTY LINESTORM SEWERCURB LINECONCRETE PAVEMENTBITUMINOUS PAVEMENTLEGENDSANITARY SEWERWATER MAINCONCRETE WALK/STOOPBENCHMARKMINNESOTA DEPARTMENT OF TRANSPORTATIONGSID STATION #50367, NAMED FIELD MNDTELEVATION: 862.94 (NAVD 88)1. THE LATEST EDITION OF THE MINNESOTA DEPARTMENT OFTRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION"AND THE CITY OF OTSEGO SPECIFICATIONS.2. THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES (MMUTCD).3. THE LATEST EDITION OF THE CITY ENGINEERS ASSOCIATION OFMINNESOTA (CEAM) STANDARD SPECIFICATIONS.1. VEHICLE TRACKING REDUCTION DEVICE, SILT FENCE, AND EXISTING CATCHBASIN INLET PROTECTION SHALL BE INSTALLED PRIOR TO GRADINGCONSTRUCTION, AND SHALL BE MAINTAINED UNTIL THE SITE HAS BEENSTABILIZED.2. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OFEXISTING UTILITIES PRIOR TO THE START OF GRADING CONSTRUCTION.THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OFDISCREPANCIES OR VARIATIONS FROM THE PLAN.3. CONTRACTOR SHALL STRIP, STOCKPILE AND RESPREAD SUFFICIENTTOPSOIL TO PROVIDE A MINIMUM OF 6" OF TOPSOIL OVER ALL DISTURBEDAREAS THAT WILL BE SODDED, SEEDED OR LANDSCAPED.4. ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 7 CALENDARS DAYSAFTER LAND-DISTURBING WORK HAS TEMPORARILY OR PERMANENTLYCEASED.5. ALL SLOPES STEEPER THAN 3:1 SHALL HAVE MNDOT CAT.1 EROSIONCONTROL BLANKET AND SEED, OR APPROVED EQUAL.6. STOCKPILES SHALL BE STABILIZED WITHIN 7 DAYS OF ROUGH GRADING ORINACTIVITY.7. ALL WORK WITHIN THE ADJACENT STREET RIGHTS OF WAY MUST BECOORDINATED WITH AND APPROVED BY THE CITY PUBLIC WORKSDEPARTMENT.GRADING NOTESGOVERNING SPECIFICATIONSSTORM CATCH BASINUNDERGROUND ELECTRICSTORM MANHOLEUNDERGROUND GASOTHER SYMBOLSSEE SURVEYHYDRANTSEE SURVEYGATE VALVESEE SURVEYSEE SURVEYSEE SURVEYLIGHT POLESEE SURVEY5' CONTOUR1' CONTOUR57.1SILT FENCESPOT ELEVATION(CURB ELEVATIONSARE TO GUTTER LINE)960959ROCK ENTRANCEGRADING AND DRAINAGE PLANC4.1 COCORim=864.16Inv=851.05Rim=864.4Rm=8Sump=846.8Rim=864.7R84Inv=851.0nv510Rim=863.3R8mInv=852.7Iv27vInv=855.448" RCP"8Rim=862.836" RCPRim=861.88=RInv(N)=856.2265)Nv2Inv(E)=857.55758EvInv(S)=856.116))SRim=861.8Inv=857.7Rim=864.1R86Inv=856.9I8636" RCPRCPRCP8" PVCP"88" PVCVC8" PVCCP15" RCP5R5Inv=856.46.464Rim=862.7Inv=859.0Rim=862.7Inv(N)=856.9Inv(E)=858.7Inv(S)=856.6Inv(W)=858.6Rim=862.0Inv(E)=857.6Inv(S)=857.6Inv(W)=857.9Rim=861.9Inv(E)=858.4Inv(W)=858.512" RCPRC12" RCPEdge ofcattails8" DIPI88" PVCCV8PVC8" DIPPI8P6" PVC6" DIP6" PVCV6" DIP12" DIP1D8" DIPI8D88" DIPPD"8" PVCVP"8" PVCCP821" RCP24" RCPCR18" RCP115" RCPRCC48" RCPCRRim=863.7Inv=853.6(per plans)Rim=863.9Inv=853.0(per plans)865864863862 861863863 863 863864863 864862861860859858857856 86386386315" RCP15" RCP84TH STREET NEPARSONS AVENUE NESHEET NUMBEROPPIDAN400 WATER STREET, SUITE 200EXCELSIOR, MN 55331JOSEPH T RADACH PENAME:SIGNATURE:DATE: 01/17/24 LIC #: 45889I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA8195 VERNON STREET, ROCKFORD, MN 55373TEL: 612.730.2265 | WWW.CONTOURCD.COMEVERBROOK ACADEMYOTSEGO, MINNESOTAOWNERREVISIONS1.2.3.4.5.6.7.ISSUE DATE: 01/17/24c:\users\contour civil\dropbox\pc\desktop\contour\_jobs\24001 - everbrook otsego\cad\24001_swppp.dwg01/16/24BY: JTREROSION CONTROL PLANPHASE IC5.1< SCALE IN FEET >0204010Know what'sREXISTINGPROPOSEDEASEMENT LINEPROPERTY LINE>>STORM SEWERCURB LINECONCRETE PAVEMENTBITUMINOUS PAVEMENTLEGEND>>SANITARY SEWER|WATER MAINCONCRETE WALK/STOOPSTORM CATCH BASINUNDERGROUND ELECTRICSTORM MANHOLEUNDERGROUND GASOTHER SYMBOLSSEE SURVEYHYDRANTSEE SURVEYGATE VALVESEE SURVEYSEE SURVEYSEE SURVEYLIGHT POLESEE SURVEYueueugug5' CONTOUR1' CONTOUR57.1SILT FENCESPOT ELEVATION(CURB ELEVATIONSARE TO GUTTER LINE)960959ROCK ENTRANCE>>>|INSTALL VEHICLETRACKING PADINSTALL SILT FENCEPERIMETER CONTROLINSTALL SILT FENCEPERIMETER CONTROLINSTALL SILT FENCEPERIMETER CONTROLINSTALL INLETPROTECTIONINSTALL INLETPROTECTIONINSTALL INLETPROTECTION COCORim=864.16Inv=851.05Rim=864.4Rm=8Sump=846.8Rim=864.7R84Inv=851.0nv510Rim=863.3R8mInv=852.7Iv27vInv=855.448" RCP"8Rim=862.836" RCPRim=861.88=RInv(N)=856.2265)Nv2Inv(E)=857.55758EvInv(S)=856.116))SRim=861.8Inv=857.7Rim=864.1R86Inv=856.9I8636" RCPRCPRCP8" PVCP"88" PVCVC8" PVCCP15" RCP5R5Inv=856.46.464Rim=862.7Inv=859.0Rim=862.7Inv(N)=856.9Inv(E)=858.7Inv(S)=856.6Inv(W)=858.6Rim=862.0Inv(E)=857.6Inv(S)=857.6Inv(W)=857.9Rim=861.9Inv(E)=858.4Inv(W)=858.512" RCPRC12" RCPEdge ofcattails8" DIPI88" PVCCV8PVC8" DIPPI8P6" PVC6" DIP6" PVCV6" DIP12" DIP1D8" DIPI8D88" DIPPD"8" PVCVP"8" PVCCP821" RCP24" RCPCR18" RCP115" RCPRCC48" RCPCRRim=863.7Inv=853.6(per plans)Rim=863.9Inv=853.0(per plans)865864863862 861863863 863 863864863 864862861860859858857856 86386386315" RCP15" RCPDO NOT ENTER 84TH STREET NEPARSONS AVENUE NENO PARKINGTIP-OUT CURB(TYP )SILT FENCE(TYP)62.663.762.963.463.062.863.664.064.064.264.0563.8563.9T 63.53G 63.53T 64.1G 63.6T 63.9G 63.463.8T 63.47G 63.4763.463.9PROPOSED BUILDINGFFF = 864.763.764.864.364.5864.3664.3663.8463.9264.0364.464.5864.5864.464.1063.9263.7664.364.364.464.364.5864.0963.8463.9563.6564.664.0964.5863.9T 64.0G 64.0T 64.4G 63.9T 64.4G 63.964.564.5864.5863.762.7564.463.864.063.964.263.6364.063.5764.664.164.262.763.063.363.863.762.863.1ROCKCONSTRUCTIONENTRANCE0.6%0.8%2.9%1.4%2.4%3.0%1.3%2%3.4%1.5%1.5%1.5%1.5%1.5%2.0%2.0%2.0%EOF63.5EOF63.1EOF63.0SILT FENCE(TYP)56.4SILT FENCE(TYP)SHEET NUMBEROPPIDAN400 WATER STREET, SUITE 200EXCELSIOR, MN 55331JOSEPH T RADACH PENAME:SIGNATURE:DATE: 01/17/24 LIC #: 45889I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA8195 VERNON STREET, ROCKFORD, MN 55373TEL: 612.730.2265 | WWW.CONTOURCD.COMEVERBROOK ACADEMYOTSEGO, MINNESOTAOWNERREVISIONS1.2.3.4.5.6.7.ISSUE DATE: 01/17/24c:\users\contour civil\dropbox\pc\desktop\contour\_jobs\24001 - everbrook otsego\cad\24001_swppp.dwg01/16/24BY: JTREROSION CONTROL PLANPHASE IIC5.2< SCALE IN FEET >0204010Know what'sREXISTINGPROPOSEDEASEMENT LINEPROPERTY LINE>>STORM SEWERCURB LINECONCRETE PAVEMENTBITUMINOUS PAVEMENTLEGEND>>SANITARY SEWER|WATER MAINCONCRETE WALK/STOOPSTORM CATCH BASINUNDERGROUND ELECTRICSTORM MANHOLEUNDERGROUND GASOTHER SYMBOLSSEE SURVEYHYDRANTSEE SURVEYGATE VALVESEE SURVEYSEE SURVEYSEE SURVEYLIGHT POLESEE SURVEYueueugug5' CONTOUR1' CONTOUR57.1SILT FENCESPOT ELEVATION(CURB ELEVATIONSARE TO GUTTER LINE)960959ROCK ENTRANCE>>>|MAINTAIN VEHICLETRACKING PAD. SWEEPSTREET AS NEEDED.INSTALL AND MAINTAININLET PROTECTIONIMMEDIATELY AFTERCONSTRUCTION, TYPINSTALL SOD OR MNDOTCATEGORY 20 EROSIONCONTROL BLANKET &SEED ON OUTSLOPESIMMEDIATELY AFTERCONSTRUCTION, TYPMAINTAIN SILT FENCEPERIMETER CONTROLMAINTAIN SILT FENCEPERIMETER CONTROLMAINTAIN SILT FENCEPERIMETER CONTROLINSTALL AND MAINTAININLET PROTECTIONIMMEDIATELY AFTERCONSTRUCTION, TYPMAINTAIN INLETPROTECTION ONEXISTING INLET,TYPMAINTAIN INLETPROTECTION ONEXISTING INLET,TYPMAINTAIN INLETPROTECTION ONEXISTING INLET,TYP SHEET NUMBEROPPIDAN400 WATER STREET, SUITE 200EXCELSIOR, MN 55331JOSEPH T RADACH PENAME:SIGNATURE:DATE: 01/17/24 LIC #: 45889I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA8195 VERNON STREET, ROCKFORD, MN 55373TEL: 612.730.2265 | WWW.CONTOURCD.COMEVERBROOK ACADEMYOTSEGO, MINNESOTAOWNERREVISIONS1.2.3.4.5.6.7.ISSUE DATE: 01/17/24c:\users\contour civil\dropbox\pc\desktop\contour\_jobs\24001 - everbrook otsego\cad\24001_swppp.dwg01/16/24BY: JTRSWPPP NARRATIVEC5.3PROJECT INFORMATIONPROJECT NAME: EVERBROOK ACADEMYSTREET ADDRESS: 87TH STREET NE & PARSON AVENUE NECITY: OTSEGOCOUNTY: WRIGHTSTATE: MINNESOTAZIP CODE: 55376LAT/LONG: 45.2759, -93.5637BOUNDARY AREA: 2.304 ACRESEXISTING IMPERVIOUS: 0.313 ACRESPOST IMPERVIOUS: 1.234 ACRESNET NEW IMPERVIOUS: 0.921 ACRESDISTURBED AREA: 1.3 ACRESOWNER: OPPIDANRESPONSIBLE PARTIESSWPPP DESIGN: JOSEPH RADACH PETRAINING: DESIGN OF CONSTRUCTION SWPPP, U OF MN (5/26 EXPIRATION)SITE MANAGER:TRAINING:LONG TERM O&M: OPPIDANSWPPP CONTENTTHE SWPPP CONTAINS ALL SHEETS WITHIN THE CONSTRUCTION PLAN SET AND INCLUDES THE STORMWATER MANAGEMENT PLAN,INCORPORATED HEREIN BY REFERENCE. IN DEVELOPING THIS SWPPP, THE TEMPORARY AND PERMANENT BMPS WERE DESIGNED BASEDON EXPECTED RAINFALLS OF 3 INCHES IN 24 HOURS DURING CONSTRUCTION, WITH EXTREME EVENTS RANGING FROM 5 TO 7 INCHES IN24 HOURS.EXISTING CONDITIONSTHE SITE IS LOCATED AT THE SOUTHWEST CORNER OF 84TH STREET NE AND PARSONS AVENUE NE IN OTSEGO, WRIGHT COUNTY,MINNESOTA. THE SITE IS BOUNDED ON THE NORTH BY 84TH STREET NE, ON THE EAST BY PARSONS AVENUE NE, ON THE SOUTH BY ASTORMWATER MANAGEMENT BASIN, AND ON THE WEST BY A PRIVATE STREET AND COMMERCIAL LOTS. THERE IS AN EXISTING PRIVATEDRIVE THAT BISECTS THE SITE FROM EAST TO WEST. THE SITE IS CURRENTLY UNDEVELOPED GRASSLAND.THE SITE BOUNDARY CONSISTS OF 2.304 ACRES. THERE ARE APPROXIMATELY 0.313 ACRES OF IMPERVIOUS SURFACE WITHIN THE SITEBOUNDARY, WHICH INCLUDES THE PRIVATE DRIVES IN AND AROUND THE SITE.THE SITE APPEARS TO HAVE BEEN PREVIOUSLY GRADED AS PART OF THE SURROUND MASTER PLAN OF DEVELOPMENT. THE SITE HAS AGRADUALLY SLOPED TOPOGRAPHY, WITH ELEVATIONS RANGING FROM 865 IN THE NORTH, DOWN TO ABOUT 862 IN THE SOUTH.STORMWATER FROM THE SITE GENERALLY DRAINS FROM THE CENTER PORTION OF THE SITE OUT TO THE ADJACENT STREETS WHERESTORMWATER IS COLLECTED IN STORM SEWER AND ROUTED TO THE REGIONAL STORMWATER BASIN SOUTH OF THE SITE. BASED ONCONVERSATIONS WITH THE CITY, THE REGIONAL STORMWATER BASINS WERE SIZED TO PROVIDE STORMWATER RATE CONTROL ANDTREATMENT FOR THE SUBJECT PROPERTY IN A FULLY DEVELOPED CONDITION.PROPOSED CONDITIONSOPPIDAN PLANS ON DEVELOPING THE SITE INTO AN 11,600 SF DAYCARE BUILDING WITH PLAYGROUND AND PARKING AND DRIVE AREAS.DURING CONSTRUCTION, APPROXIMATELY 1.3 ACRES WILL BE DISTURBED. AFTER CONSTRUCTION, THE SITE BOUNDARY WILL CONTAIN1.234 ACRES OF IMPERVIOUS, WHICH EQUATES TO A NET NEW IMPERVIOUS OF 0.921 ACRES, WHICH INCLUDES THE FUTURE PARKING ONTHE NORTH SIDE OF THE PRIVATE DRIVE.STORM SEWER WILL BE USED TO COLLECT THE MAJORITY OF THE STORMWATER FROM THE SITE. THE STORM SEWER WILL DISCHARGETO THE REGIONAL STORMWATER BASIN SOUTH OF THE SITE THAT WAS DESIGNED TO PROVIDED STORMWATER TREATMENT FOR THESUBJECT SITE IN A FULLY DEVELOPED CONDITION.SOIL INFORMATIONIN NOVEMBER OF 2023, CHOSEN VALLEY TESTING DRILLED 8 SOIL BORINGS. THE BORINGS TYPICALLY ENCOUNTERED ABOUT SIX INCHESOF TOPSOIL UNDERLAIN BY VARIABLE DEPTHS OF SILTY SAND FILL UP TO SIX FEET, UNDERLAIN BY NATIVE POORLY GRADED SAND.THESE SOILS GENERALLY FALL WITHIN THE HYDROLOGIC SOIL GROUP "A". GROUNDWATER WAS OBSERVED AT DEPTHS OF 10 FEETBELOW GROUND SURFACE IN ALL BORINGS, CORRESPONDING TO A GROUNDWATER ELEVATION OF ABOUT 854.0SITE CONTAMINATIONA PHASE I ENVIRONMENTAL SITE ASSESSMENT WAS COMPLETED ON THE SITE IN AND FOUND NO RECOGNIZED ENVIRONMENTALCONCERNS.STORMWATER RECEIVING WATERSALL STORMWATER WILL DRAIN TO A REGIONAL STORMWATER TREATMENT SYSTEM LOCATED SOUTH AND EAST OF THE SITE PRIOR TODISCHARGING TO THE MISSISSIPPI RIVER.SPECIAL OR IMPAIRED WATERSTHE MISSISSIPPI RIVER IS LOCATED APPROXIMATELY 2,000 FEET EAST OF THE SITE AND IS LISTED AS AN IMPAIRED WATER WITH ACONSTRUCTION RELATED PARAMETER. ADDITIONAL BMPS ARE REQUIRED TO BE IMPLEMENTED AT THE SITE AND ARE AS FOLLOWS:xPERMITTEES MUST IMMEDIATELY INITIATE STABILIZATION OF EXPOSED SOIL AREAS, INCLUDING SOIL STOCKPILES, AND COMPLETETHE STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITETEMPORARILY OR PERMANENTLY CEASES.xPERMITTEES MUST PROVIDE A TEMPORARY SEDIMENT BASIN FOR COMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITHFIVE (5) OR MORE ACRES DISTURBED AT ONE TIME.WETLAND CONSIDERATIONSTHERE ARE NO KNOWN WETLANDS ONSITE.PERMANENT STORMWATER MANAGEMENT SYSTEMTHE PUD ZONING REQUIREMENT FOR MAXIMUM IMPERVIOUSNESS IS UNKNOWN, HOWEVER BASED ON TYPICALLYCOMMERCIAL/BUSINESS ZONING, THE ALLOWABLE IMPERVIOUS IS TYPICALLY 75 PERCENT. THE PROPOSED PLAN OF DEVELOPMENTWILL HAVE 54 PERCENT IMPERVIOUSNESS. IT IS LIKELY THAT THE REGIONAL STORMWATER TREATMENT SYSTEM WAS DESIGNEDASSUMING THE SITE WOULD BE AT LEAST 75 PERCENT IMPERVIOUS. BECAUSE THE PROPOSED IMPERVIOUS FOR THE SITE IS QUITE LOWFOR A COMMERCIAL USE, IT IS ASSUMED THAT THE REGIONAL SYSTEM HAS ADEQUATE CAPACITY TO PROVIDE RATE CONTROL ANDWATER QUALITY TREATMENT FOR THE SITE.THE MPCA CONSTRUCTION STORMWATER GENERAL PERMIT REQUIRES PERMITTEES TO DESIGN AND CONSTRUCT A PERMANENTSTORMWATER TREATMENT SYSTEM TO TREAT THE WATER QUALITY VOLUME IF THE PROJECT'S ULTIMATE DEVELOPMENT REPLACESVEGETATION AND/OR OTHER PERVIOUS SURFACES CREATING A NET INCREASE OF ONE (1) OR MORE ACRES OF CUMULATIVE IMPERVIOUSSURFACE. PERMITTEES MUST CALCULATE THE WATER QUALITY VOLUME AS ONE (1) INCH TIMES THE NET INCREASE OF IMPERVIOUSSURFACES CREATED BY THE PROJECT. PERMITTEES MUST FIRST CONSIDER VOLUME REDUCTION PRACTICES ON-SITE (E.G. INFILTRATIONOR OTHER) WHEN DESIGNING THE PERMANENT STORMWATER TREATMENT SYSTEM.BECAUSE THE SITE DOES NOT CREATE MORE THAN ONE OR MORE ACRES OF IMPERVIOUS SURFACE, THE MPCA REQUIREMENT DOES NOTAPPLY.BMP IMPLEMENTATION SCHEDULEPRIOR TO CONSTRUCTION, IMPLEMENT THE FOLLOWING BMPS:xVEHICLE TRACKING PADxPERIMETER CONTROLxSTORM DRAIN INLET PROTECTIONDURING CONSTRUCTION, IMPLEMENT THE FOLLOWING BMPS:xPHASED GRADINGxSTREET SWEEPINGxSTABILIZATION OF EXPOSED SOILSxSTABILIZATION OF DITCHES OR SWALESxSTOCKPILE PERIMETER CONTROL & STABILIZATIONxMINIMIZATION OF SOIL COMPACTION AND PRESERVATION OF TOPSOILxCONCRETE WASHOUT AREAxSTORM DRAIN INLET PROTECTIONEROSION AND SEDIMENT CONTROL ESTIMATED QUANTITIESVEHICLE TRACKING PAD1 EASILT FENCE1,050 LFINLET PROTECTION7 EAEROSION CONTROL BLANKETAS NEEDEDTURF ESTABLISHMENT0.5 ACPERMIT REQUIREMENTS & SWPPP IMPLEMENTATIONTHE FOLLOWING SECTIONS WERE TAKEN FROM THE MPCA CONSTRUCTION STORMWATER GENERAL PERMIT. IT IS THE RESPONSIBILITYOF THE PERMITTEE TO FOLLOW ALL REQUIREMENTS OF THE MPCA CONSTRUCTION STORMWATER GENERAL PERMIT.3.1 APPLICATION AND COVERAGE EFFECTIVE DATE. [MINN. R. 7090]3.2 THE OWNER AND OPERATOR MUST SUBMIT A COMPLETE AND ACCURATE ON-LINE APPLICATION WITH THE APPROPRIATE FEE TOTHE MPCA FOR EACH PROJECT THAT DISTURBS ONE (1) OR MORE ACRES OF LAND OR FOR A COMMON PLAN OF DEVELOPMENTOR SALE THAT WILL ULTIMATELY DISTURB ONE (1) OR MORE ACRES. [MINN. R. 7090]3.3 FOR PROJECTS OR COMMON PLANS OF DEVELOPMENT OR SALE THAT DISTURB LESS THAN 50 ACRES OR DO NOT DISCHARGESTORMWATER WITHIN 1 MILE (AERIAL RADIUS MEASUREMENT) OF A SPECIAL OR IMPAIRED WATER, PERMITTEES DO NOT NEED TOSUBMIT THE SWPPP WITH THE APPLICATION. PERMIT COVERAGE FOR THESE PROJECTS IS EFFECTIVE UPON APPLICATION ANDCOMPLETING THE PAYMENT PROCESS. [MINN. R. 7090]3.4 FOR CERTAIN PROJECTS OR COMMON PLANS OF DEVELOPMENT OR SALE DISTURBING 50 ACRES OR MORE, THE COMPLETESWPPP MUST BE INCLUDED WITH THE APPLICATION AND SUBMITTED AT LEAST 30 DAYS BEFORE THE START OF CONSTRUCTIONACTIVITY. THIS APPLIES IF THERE IS A DISCHARGE POINT ON THE PROJECT WITHIN ONE MILE (AERIAL RADIUS MEASUREMENT) OF,AND FLOWS TO, A SPECIAL WATER LISTED IN ITEM 23.3 THROUGH 23.6 OR AN IMPAIRED WATER AS DESCRIBED IN ITEM 23.7.PERMIT COVERAGE FOR THESE PROJECTS IS EFFECTIVE UPON SUBMITTING THE APPLICATION AND COMPLETE SWPPP,COMPLETING THE PAYMENT PROCESS AND RECEIVING A DETERMINATION FROM THE MPCA THAT THE REVIEW OF THE SWPPP ISCOMPLETE. THE DETERMINATION MAY TAKE LONGER THAN 30 DAYS IF THE SWPPP IS INCOMPLETE. IF THE MPCA FAILS TOCONTACT THE PERMITTEES WITHIN 30 DAYS OF APPLICATION RECEIPT, COVERAGE IS EFFECTIVE 30 DAYS AFTER COMPLETINGTHE PAYMENT PROCESS. [MINN. R. 7090]3.5 THE APPLICATION REQUIRES LISTING ALL PERSONS MEETING THE DEFINITION OF OWNER AND OPERATOR AS PERMITTEES. THEOWNER IS RESPONSIBLE FOR COMPLIANCE WITH ALL TERMS AND CONDITIONS OF THIS PERMIT. THE OPERATOR IS RESPONSIBLEFOR COMPLIANCE WITH SECTIONS 3, 4, 6-22, 24 AND APPLICABLE REQUIREMENTS FOR CONSTRUCTION ACTIVITY IN SECTION 23.[MINN. R. 7090]3.6 PERMITTEES WILL RECEIVE COVERAGE NOTIFICATION IN A MANNER DETERMINED BY THE MPCA. [MINN. R. 7090]3.7 FOR CONSTRUCTION PROJECTS WHERE THE OWNER OR OPERATOR CHANGES (E.G., AN ORIGINAL DEVELOPER SELLS PORTIONS OFTHE PROPERTY TO VARIOUS HOMEBUILDERS OR SELLS THE ENTIRE SITE TO A NEW OWNER), THE CURRENT OWNER AND THE NEWOWNER OR OPERATOR MUST SUBMIT A COMPLETE PERMIT MODIFICATION FORM PROVIDED BY THE MPCA. THE CURRENT OWNERAND THE NEW OWNER OR OPERATOR MUST SUBMIT THE FORM PRIOR TO THE NEW OWNER OR OPERATOR COMMENCINGCONSTRUCTION ACTIVITY OR NO LATER THAN 30 DAYS AFTER TAKING OWNERSHIP OF THE PROPERTY. [MINN. R. 7090]3.8 FOR CONSTRUCTION PROJECTS WHERE THE OWNER OR OPERATOR CHANGES, THE CURRENT OWNER MUST PROVIDE A SWPPP TOTHE NEW OWNER AND OPERATOR THAT SPECIFICALLY ADDRESSES THE REMAINING CONSTRUCTION ACTIVITY. THE NEW OWNEROR OPERATOR CAN IMPLEMENT THE ORIGINAL SWPPP, MODIFY THE SWPPP, OR DEVELOP A NEW SWPPP. PERMITTEES MUSTENSURE THEIR ACTIVITIES DO NOT RENDER ANOTHER PARTY'S EROSION PREVENTION AND SEDIMENT CONTROL BMPSINEFFECTIVE. [MINN. R. 7090]4.1 TERMINATION OF COVERAGE. [MINN. R. 7090]4.2 PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ALL TERMINATION CONDITIONS LISTED IN SECTION 13 ARE COMPLETE.[MINN. R. 7090]4.3 PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRING THE ENTIRE SITE,INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) AND STORMWATER INFRASTRUCTURE FINAL CLEANOUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHER PARTY. THE PERMITTEES' COVERAGE UNDER THIS PERMITTERMINATES AT MIDNIGHT ON THE SUBMISSION DATE OF THE NOT. [MINN. R. 7090]4.4 PERMITTEES MAY TERMINATE PERMIT COVERAGE PRIOR TO COMPLETION OF ALL CONSTRUCTION ACTIVITY IF THEY MEET ALL OFTHE FOLLOWING CONDITIONS:a. CONSTRUCTION ACTIVITY HAS CEASED FOR AT LEAST 90 DAYS; ANDb. AT LEAST 90 PERCENT (BY AREA) OF ALL ORIGINALLY PROPOSED CONSTRUCTION ACTIVITY HAS BEEN COMPLETED ANDPERMANENT COVER HAS BEEN ESTABLISHED ON THOSE AREAS; ANDc. ON AREAS WHERE CONSTRUCTION ACTIVITY IS NOT COMPLETE, PERMANENT COVER HAS BEEN ESTABLISHED; ANDd. THE SITE COMPLIES WITH ITEM 13.3 THROUGH 13.7.AFTER PERMIT COVERAGE IS TERMINATED UNDER THIS ITEM, ANY SUBSEQUENT DEVELOPMENT ON THE REMAINING PORTIONS OFTHE SITE WILL REQUIRE PERMIT COVERAGE IF THE SUBSEQUENT DEVELOPMENT ITSELF OR AS PART OF THE REMAINING COMMONPLAN OF DEVELOPMENT OR SALE WILL RESULT IN LAND DISTURBING ACTIVITIES OF ONE (1) OR MORE ACRES IN SIZE. [MINN. R.7090]4.5 PERMITTEES MAY TERMINATE COVERAGE UPON MPCA APPROVAL AFTER SUBMITTING INFORMATION DOCUMENTING THE OWNERCANCELLED THE PROJECT. [MINN. R. 7090]6.1 SWPPP AMENDMENTS. [MINN. R. 7090]6.2 ONE OF THE INDIVIDUALS DESCRIBED IN ITEM 21.2.A OR ITEM 21.2.B OR ANOTHER QUALIFIED INDIVIDUAL MUST COMPLETE ALLSWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOWTHE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS. [MINN. R. 7090]6.3 PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMSIDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE,WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERSOR GROUNDWATER. [MINN. R. 7090]6.4 PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMSIDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER OR OPERATOR, USEPAOR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OFPOLLUTANTS TO SURFACE WATERS OR GROUNDWATER OR THE DISCHARGES ARE CAUSING WATER QUALITY STANDARDEXCEEDANCES (E.G., NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210, SUBP. 2) OR THE SWPPP IS NOT CONSISTENTWITH THE OBJECTIVES OF A USEPA APPROVED TMDL. [MINN. R. 7050.0210]7.1 BMP SELECTION AND INSTALLATION. [MINN. R. 7090]7.2 PERMITTEES MUST SELECT, INSTALL, AND MAINTAIN THE BMPS IDENTIFIED IN THE SWPPP AND IN THIS PERMIT IN ANAPPROPRIATE AND FUNCTIONAL MANNER AND IN ACCORDANCE WITH RELEVANT MANUFACTURER SPECIFICATIONS ANDACCEPTED ENGINEERING PRACTICES. [MINN. R. 7090]8.1 EROSION PREVENTION PRACTICES. [MINN. R. 7090]8.2 BEFORE WORK BEGINS, PERMITTEES MUST DELINEATE THE LOCATION OF AREAS NOT TO BE DISTURBED. [MINN. R. 7090]8.3 PERMITTEES MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT WITH STEEP SLOPES. WHEN STEEPSLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH AS PHASING AND STABILIZATION PRACTICES DESIGNEDFOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING). [MINN. R. 7090]8.4 PERMITTEES MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BE INITIATEDIMMEDIATELY TO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANYPORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. STABILIZATION MUST BECOMPLETED NO LATER THAN 14 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION IS NOTREQUIRED ON CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES. STABILIZATION IS NOTREQUIRED ON TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEAN AGGREGATESTOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) BUT PERMITTEES MUST PROVIDE SEDIMENT CONTROLSAT THE BASE OF THE STOCKPILE. [MINN. R. 7090]8.5 FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURING SPECIFIED FISHSPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALL EXPOSED SOIL AREAS WITHIN 200 FEET OF THEWATER'S EDGE, AND THAT DRAIN TO THESE WATERS, WITHIN 24 HOURS DURING THE RESTRICTION PERIOD. [MINN. R. 7090]8.6 PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OF TEMPORARY OR PERMANENTDRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24 HOURS AFTER CONNECTING TO A SURFACEWATER OR PROPERTY EDGE. PERMITTEES MUST COMPLETE STABILIZATION OF REMAINING PORTIONS OF TEMPORARY ORPERMANENT DITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGEAND CONSTRUCTION IN THAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLY CEASES. [MINN. R. 7090]8.7 TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURING CONSTRUCTION(WITH PROPERLY DESIGNED ROCK-DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DO NOT NEED TO BE STABILIZED. PERMITTEESMUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTER THEIR USE AS A SEDIMENT CONTAINMENT SYSTEM CEASES. [MINN. R.7090]8.8 PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICESWITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALESECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT. [MINN. R. 7090]8.9 PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSIPATION AT ALL PIPE OUTLETS WITHIN 24 HOURS AFTERCONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENT SYSTEM. [MINN. R. 7090]8.10 PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED AND MAINTAINED INACCORDANCE WITH SECTION 11. [MINN. R. 7090]9.1 SEDIMENT CONTROL PRACTICES. [MINN. R. 7090]9.2 PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THE SITE ANDDOWNGRADIENT AREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURB AND GUTTER SYSTEMS.PERMITTEES MUST LOCATE SEDIMENT CONTROL PRACTICES UPGRADIENT OF ANY BUFFER ZONES. PERMITTEES MUST INSTALLSEDIMENT CONTROL PRACTICES BEFORE ANY UPGRADIENT LAND-DISTURBING ACTIVITIES BEGIN AND MUST KEEP THE SEDIMENTCONTROL PRACTICES IN PLACE UNTIL THEY ESTABLISH PERMANENT COVER. [MINN. R. 7090]9.3 IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OR EXCESSIVE MAINTENANCEREQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICES OR REDUNDANT BMPSTO ELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFY THESE ADDITIONAL PRACTICES AS REQUIRED IN ITEM 6.3.[MINN. R. 7090]9.4 TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF A SEDIMENT CONTAINMENTSYSTEM (E.G., DITCHES WITH ROCK-CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITECONDITIONS. [MINN. R. 7090]9.5 A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2 EXCEPT WHENWORKING ON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE SHORT TERM CONSTRUCTION ACTIVITY (E.G.,INSTALLATION OF RIP RAP ALONG THE SHORELINE) IN THAT AREA IS COMPLETE, PERMITTEES MUST INSTALL AN UPLANDPERIMETER CONTROL PRACTICE IF EXPOSED SOILS STILL DRAIN TO A SURFACE WATER. [MINN. R. 7090]9.6 PERMITTEES MUST RE-INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TO ACCOMMODATE SHORT-TERMACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES, IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY ISCOMPLETED. PERMITTEES MUST RE-INSTALL SEDIMENT CONTROL PRACTICES BEFORE THE NEXT PRECIPITATION EVENT EVEN IFTHE SHORT-TERM ACTIVITY IS NOT COMPLETE. [MINN. R. 7090]9.7 PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURING CONSTRUCTION UNTIL THEYESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THE INLET. [MINN. R. 7090]9.8 PERMITTEES MAY REMOVE INLET PROTECTION FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (E.G. STREETFLOODING/FREEZING) IS IDENTIFIED BY THE PERMITTEES OR THE JURISDICTIONAL AUTHORITY (E.G.,CITY/COUNTY/TOWNSHIP/MINNESOTA DEPARTMENT OF TRANSPORTATION ENGINEER). PERMITTEES MUST DOCUMENT THE NEEDFOR REMOVAL IN THE SWPPP. [MINN. R. 7090]9.9 PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OF STOCKPILES ON THEDOWNGRADIENT PERIMETER. [MINN. R. 7090]9.10 PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS, INCLUDING STORMWATERCONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS A BYPASS IN PLACE FOR THE STORMWATER. [MINN. R.7090]9.11 PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THE CONSTRUCTIONSITE OR ONTO PAVED ROADS WITHIN THE SITE. [MINN. R. 7090]9.12 PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT TRACKINGONTO THE STREET. [MINN. R. 7090]9.13 PERMITTEES MUST INSTALL TEMPORARY SEDIMENT BASINS AS REQUIRED IN SECTION 14. [MINN. R. 7090]9.14 IN ANY AREAS OF THE SITE WHERE FINAL VEGETATIVE STABILIZATION WILL OCCUR, PERMITTEES MUST RESTRICT VEHICLE ANDEQUIPMENT USE TO MINIMIZE SOIL COMPACTION. [MINN. R. 7090]9.15 PERMITTEES MUST PRESERVE TOPSOIL ON THE SITE, UNLESS INFEASIBLE. [MINN. R. 7090]9.16 PERMITTEES MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS UNLESS INFEASIBLE. [MINN. R. 7090]9.17 PERMITTEES MUST PRESERVE A 50 FOOT NATURAL BUFFER OR, IF A BUFFER IS INFEASIBLE ON THE SITE, PROVIDE REDUNDANT(DOUBLE) PERIMETER SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATED WITHIN 50 FEET OF THE PROJECT'S EARTHDISTURBANCES AND STORMWATER FLOWS TO THE SURFACE WATER. PERMITTEES MUST INSTALL PERIMETER SEDIMENTCONTROLS AT LEAST 5 FEET APART UNLESS LIMITED BY LACK OF AVAILABLE SPACE. NATURAL BUFFERS ARE NOT REQUIREDADJACENT TO ROAD DITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER CONVEYANCE CHANNELS, STORM DRAININLETS, AND SEDIMENT BASINS. IF PRESERVING THE BUFFER IS INFEASIBLE, PERMITTEES MUST DOCUMENT THE REASONS IN THESWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IF INSTALLED IN A MANNER THAT RETAINS ALL STORMWATER.[MINN. R. 7090]9.18 PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS IN ACCORDANCE WITHACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVAL DESIGN SPECIFICATIONS PROVIDED BYTHE MANUFACTURER OR SUPPLIER. THE PERMITTEES MUST USE CONVENTIONAL EROSION AND SEDIMENT CONTROLS PRIOR TOCHEMICAL ADDITION AND MUST DIRECT TREATED STORMWATER TO A SEDIMENT CONTROL SYSTEM FOR FILTRATION ORSETTLEMENT OF THE FLOC PRIOR TO DISCHARGE. [MINN. R. 7090]10.1 DEWATERING AND BASIN DRAINING. [MINN. R. 7090]10.2 PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING (E.G.,PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENT SEDIMENT BASIN ON THEPROJECT SITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TO SURFACE WATERS IF THEY VISUALLY CHECK TO ENSUREADEQUATE TREATMENT HAS BEEN OBTAINED AND NUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULTFROM THE DISCHARGE. IF PERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASIN PRIOR TO ENTERING ASURFACE WATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THE DISCHARGE DOES NOT ADVERSELYAFFECT THE SURFACE WATER OR DOWNSTREAM PROPERTIES. [MINN. R. 7050.0210]10.3 IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL-WATER SEPARATOR OR SUITABLEFILTRATION DEVICE (E.G., CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TO DISCHARGE. [MINN. R. 7090]10.4 PERMITTEES MUST DISCHARGE ALL WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES IN A MANNER THAT DOES NOTCAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS OR INUNDATION OF WETLANDS IN THE IMMEDIATEVICINITY OF DISCHARGE POINTS THAT CAUSES SIGNIFICANT ADVERSE IMPACT TO THE WETLAND. [MINN. R. 7090]10.5 IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL, RETURNTHE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, OR INCORPORATE THE BACKWASH WATER INTO THESITE IN A MANNER THAT DOES NOT CAUSE EROSION. [MINN. R. 7090]11.1 INSPECTIONS AND MAINTENANCE. [MINN. R. 7090]11.2 PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN ITEM 21.2.B, WILL INSPECT THE ENTIRE CONSTRUCTION SITE ATLEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATERTHAN 1/2 INCH IN 24 HOURS. [MINN. R. 7090]11.3 PERMITTEES MUST INSPECT AND MAINTAIN ALL PERMANENT STORMWATER TREATMENT BMPS. [MINN. R. 7090]11.4 PERMITTEES MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTIONMANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENTALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY UNLESSANOTHER TIME FRAME IS SPECIFIED IN ITEM 11.5 OR 11.6. PERMITTEES MAY TAKE ADDITIONAL TIME IF FIELD CONDITIONSPREVENT ACCESS TO THE AREA. [MINN. R. 7090]11.5 DURING EACH INSPECTION, PERMITTEES MUST INSPECT SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCESYSTEMS BUT NOT CURB AND GUTTER SYSTEMS, FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION. PERMITTEES MUSTREMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHERDRAINAGE SYSTEMS AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. PERMITTEES MUSTCOMPLETE REMOVAL AND STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL,REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. PERMITTEES MUST USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IFPRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF OBTAINING ACCESS. PERMITTEES ARERESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLEPERMITS, PRIOR TO CONDUCTING ANY WORK IN SURFACE WATERS. [MINN. R. 7090]11.6 PERMITTEES MUST INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB AND GUTTER SYSTEMS WITHINAND ADJACENT TO THE PROJECT FOR SEDIMENTATION FROM EROSION OR TRACKED SEDIMENT FROM VEHICLES. PERMITTEESMUST REMOVE SEDIMENT FROM ALL PAVED SURFACES WITHIN ONE (1) CALENDAR DAY OF DISCOVERY OR, IF APPLICABLE, WITHINA SHORTER TIME TO AVOID A SAFETY HAZARD TO USERS OF PUBLIC STREETS. [MINN. R. 7090]11.7 PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEY BECOME NONFUNCTIONALOR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE. [MINN. R. 7090]11.8 PERMITTEES MUST DRAIN TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND REMOVE THE SEDIMENT WHEN THEDEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME. [MINN. R. 7090]11.9 PERMITTEES MUST ENSURE THAT AT LEAST ONE INDIVIDUAL PRESENT ON THE SITE (OR AVAILABLE TO THE PROJECT SITE INTHREE (3) CALENDAR DAYS) IS TRAINED IN THE JOB DUTIES DESCRIBED IN ITEM 21.2.B. [MINN. R. 7090]11.10 PERMITTEES MAY ADJUST THE INSPECTION SCHEDULE DESCRIBED IN ITEM 11.2 AS FOLLOWS:a. INSPECTIONS OF AREAS WITH PERMANENT COVER CAN BE REDUCED TO ONCE PER MONTH, EVEN IF CONSTRUCTION ACTIVITYCONTINUES ON OTHER PORTIONS OF THE SITE; ORb. WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY IS OCCURRING ANYWHERE ONTHE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12 MONTHS, MAY BE SUSPENDED COMPLETELYUNTIL CONSTRUCTION ACTIVITY RESUMES. THE MPCA MAY REQUIRE INSPECTIONS TO RESUME IF CONDITIONS WARRANT; ORc. WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, INSPECTIONS MAY BESUSPENDED. INSPECTIONS MUST RESUME WITHIN 24 HOURS OF RUNOFF OCCURRING, OR UPON RESUMING CONSTRUCTION,WHICHEVER COMES FIRST. [MINN. R. 7090]11.11 PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OF BEING CONDUCTED ANDTHESE RECORDS MUST BE RETAINED WITH THE SWPPP. THESE RECORDS MUST INCLUDE:a. DATE AND TIME OF INSPECTIONS; ANDb. NAME OF PERSONS CONDUCTING INSPECTIONS; ANDc. ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONS ARE NEEDED; ANDd. CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); ANDe. DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALL FOR EACH EVENT.PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINED RAIN GAUGE INSTALLED ONSITE, AWEATHER STATION THAT IS WITHIN ONE (1) MILE OF YOUR LOCATION, OR A WEATHER REPORTING SYSTEM THAT PROVIDES SITESPECIFIC RAINFALL DATA FROM RADAR SUMMARIES; ANDf. IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION, THEY MUST RECORD AND SHOULD PHOTOGRAPH AND DESCRIBETHE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED OR SUSPENDED SOLIDS, OIL SHEEN, AND OTHER OBVIOUSINDICATORS OF POLLUTANTS); ANDg. ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED AS REQUIRED INSECTION 6 WITHIN SEVEN (7) CALENDAR DAYS. [MINN. R. 7090]12.1 POLLUTION PREVENTION MANAGEMENT MEASURES. [MINN. R. 7090]12.2 PERMITTEES MUST PLACE BUILDING PRODUCTS AND LANDSCAPE MATERIALS UNDER COVER (E.G., PLASTIC SHEETING ORTEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER.PERMITTEES ARE NOT REQUIRED TO COVER OR PROTECT PRODUCTS WHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TOSTORMWATER OR ARE DESIGNED TO BE EXPOSED TO STORMWATER. [MINN. R. 7090]12.3 PERMITTEES MUST PLACE PESTICIDES, FERTILIZERS AND TREATMENT CHEMICALS UNDER COVER (E.G., PLASTIC SHEETING ORTEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER.[MINN. R. 7090]12.4 PERMITTEES MUST STORE HAZARDOUS MATERIALS AND TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL, GASOLINE, HYDRAULICFLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS)IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. STORAGE AND DISPOSAL OF HAZARDOUS WASTEMATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE. [MINN. R.7090]12.5 PERMITTEES MUST PROPERLY STORE, COLLECT AND DISPOSE SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035. [MINN. R.7035]12.6 PERMITTEES MUST POSITION PORTABLE TOILETS SO THEY ARE SECURE AND WILL NOT TIP OR BE KNOCKED OVER. PERMITTEESMUST PROPERLY DISPOSE SANITARY WASTE IN ACCORDANCE WITH MINN. R. CH. 7041. [MINN. R. 7041]12.7 PERMITTEES MUST TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL,FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED INCLUDING THE USE OF DRIP PANS ORABSORBENTS UNLESS INFEASIBLE. PERMITTEES MUST ENSURE ADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UPDISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS.PERMITTEES MUST REPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY MINN. STAT. 115.061, USING DRY CLEAN UPMEASURES WHERE POSSIBLE. [MINN. STAT. 115.061]12.8 PERMITTEES MUST LIMIT VEHICLE EXTERIOR WASHING AND EQUIPMENT TO A DEFINED AREA OF THE SITE. PERMITTEES MUSTCONTAIN RUNOFF FROM THE WASHING AREA IN A SEDIMENT BASIN OR OTHER SIMILARLY EFFECTIVE CONTROLS AND MUSTDISPOSE WASTE FROM THE WASHING ACTIVITY PROPERLY. PERMITTEES MUST PROPERLY USE AND STORE SOAPS, DETERGENTS,OR SOLVENTS. [MINN. R. 7090]12.9 PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUTOPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTIONMATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUST PREVENT LIQUID AND SOLID WASHOUT WASTESFROM CONTACTING THE GROUND AND MUST DESIGN THE CONTAINMENT SO IT DOES NOT RESULT IN RUNOFF FROM THEWASHOUT OPERATIONS OR AREAS. PERMITTEES MUST PROPERLY DISPOSE LIQUID AND SOLID WASTES IN COMPLIANCE WITHMPCA RULES. PERMITTEES MUST INSTALL A SIGN INDICATING THE LOCATION OF THE WASHOUT FACILITY. [MINN. R. 7035, MINN.R. 7090]13.1 PERMIT TERMINATION CONDITIONS. [MINN. R. 7090]13.2 PERMITTEES MUST COMPLETE ALL CONSTRUCTION ACTIVITY AND MUST INSTALL PERMANENT COVER OVER ALL AREAS PRIOR TOSUBMITTING THE NOT. VEGETATIVE COVER MUST CONSIST OF A UNIFORM PERENNIAL VEGETATION WITH A DENSITY OF 70PERCENT OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOT REQUIRED WHERE THE FUNCTION OF A SPECIFIC AREA DICTATESNO VEGETATION, SUCH AS IMPERVIOUS SURFACES OR THE BASE OF A SAND FILTER. [MINN. R. 7090]13.3 PERMITTEES MUST CLEAN THE PERMANENT STORMWATER TREATMENT SYSTEM OF ANY ACCUMULATED SEDIMENT AND MUSTENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15 THROUGH 19 AND IS OPERATING AS DESIGNED.[MINN. R. 7090]13.4 PERMITTEES MUST REMOVE ALL SEDIMENT FROM CONVEYANCE SYSTEMS PRIOR TO SUBMITTING THE NOT. [MINN. R. 7090]13.5 PERMITTEES MUST REMOVE ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS PRIOR TOSUBMITTING THE NOT. PERMITTEES MAY LEAVE BMPS DESIGNED TO DECOMPOSE ON-SITE IN PLACE. [MINN. R. 7090]13.6 FOR RESIDENTIAL CONSTRUCTION ONLY, PERMIT COVERAGE TERMINATES ON INDIVIDUAL LOTS IF THE STRUCTURES AREFINISHED AND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETER CONTROL IS COMPLETE, THE RESIDENCESELLS TO THE HOMEOWNER, AND THE PERMITTEE DISTRIBUTES THE MPCA'S "HOMEOWNER FACT SHEET" TO THE HOMEOWNER.[MINN. R. 7090]13.7 FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND), PERMITTEES MUST RETURN THEDISTURBED LAND TO ITS PRECONSTRUCTION AGRICULTURAL USE PRIOR TO SUBMITTING THE NOT. [MINN. R. 7090]14.1 TEMPORARY SEDIMENT BASINS. [MINN. R. 7090]14.2 WHERE TEN (10) OR MORE ACRES OF DISTURBED SOIL DRAIN TO A COMMON LOCATION, PERMITTEES MUST PROVIDE ATEMPORARY SEDIMENT BASIN TO PROVIDE TREATMENT OF THE RUNOFF BEFORE IT LEAVES THE CONSTRUCTION SITE OR ENTERSSURFACE WATERS. PERMITTEES MAY CONVERT A TEMPORARY SEDIMENT BASIN TO A PERMANENT BASIN AFTER CONSTRUCTIONIS COMPLETE. THE TEMPORARY BASIN IS NO LONGER REQUIRED WHEN PERMANENT COVER HAS REDUCED THE ACREAGE OFDISTURBED SOIL TO LESS THAN TEN (10) ACRES DRAINING TO A COMMON LOCATION. [MINN. R. 7090]14.3 THE TEMPORARY BASIN MUST PROVIDE LIVE STORAGE FOR A CALCULATED VOLUME OF RUNOFF FROM A TWO (2)-YEAR, 24- HOURSTORM FROM EACH ACRE DRAINED TO THE BASIN OR 1,800 CUBIC FEET OF LIVE STORAGE PER ACRE DRAINED, WHICHEVER ISGREATER. [MINN. R. 7090]14.4 WHERE PERMITTEES HAVE NOT CALCULATED THE TWO (2)-YEAR, 24-HOUR STORM RUNOFF AMOUNT, THE TEMPORARY BASINMUST PROVIDE 3,600 CUBIC FEET OF LIVE STORAGE PER ACRE OF THE BASINS' DRAINAGE AREA. [MINN. R. 7090]14.5 PERMITTEES MUST DESIGN BASIN OUTLETS TO PREVENT SHORT-CIRCUITING AND THE DISCHARGE OF FLOATING DEBRIS. [MINN. R.7090]14.6 PERMITTEES MUST DESIGN THE OUTLET STRUCTURE TO WITHDRAW WATER FROM THE SURFACE TO MINIMIZE THE DISCHARGE OFPOLLUTANTS. PERMITTEES MAY TEMPORARILY SUSPEND THE USE OF A SURFACE WITHDRAWAL MECHANISM DURING FROZENCONDITIONS. THE BASIN MUST INCLUDE A STABILIZED EMERGENCY OVERFLOW TO PREVENT FAILURE OF POND INTEGRITY. [MINN.R. 7090]14.7 PERMITTEES MUST PROVIDE ENERGY DISSIPATION FOR THE BASIN OUTLET WITHIN 24 HOURS AFTER CONNECTION TO A SURFACEWATER. [MINN. R. 7090]14.8 PERMITTEES MUST LOCATE TEMPORARY BASINS OUTSIDE OF SURFACE WATERS AND ANY BUFFER ZONE REQUIRED IN ITEM 23.11.[MINN. R. 7090]14.9 PERMITTEES MUST CONSTRUCT THE TEMPORARY BASINS PRIOR TO DISTURBING 10 OR MORE ACRES OF SOIL DRAINING TO ACOMMON LOCATION. [MINN. R. 7090]14.10 WHERE A TEMPORARY SEDIMENT BASIN MEETING THE REQUIREMENTS OF ITEM 14.3 THROUGH 14.9 IS INFEASIBLE, PERMITTEESMUST INSTALL EFFECTIVE SEDIMENT CONTROLS SUCH AS SMALLER SEDIMENT BASINS AND/OR SEDIMENT TRAPS, SILT FENCES,VEGETATIVE BUFFER STRIPS OR ANY APPROPRIATE COMBINATION OF MEASURES AS DICTATED BY INDIVIDUAL SITE CONDITIONS.IN DETERMINING WHETHER INSTALLING A SEDIMENT BASIN IS INFEASIBLE, PERMITTEES MUST CONSIDER PUBLIC SAFETY ANDMAY CONSIDER FACTORS SUCH AS SITE SOILS, SLOPE, AND AVAILABLE AREA ON-SITE. PERMITTEES MUST DOCUMENT THISDETERMINATION OF INFEASIBILITY IN THE SWPPP. [MINN. R. 7090]SITE LOCATION MAP0 1000 2000500SITE1 MILE SHEET NUMBEROPPIDAN400 WATER STREET, SUITE 200EXCELSIOR, MN 55331JOSEPH T RADACH PENAME:SIGNATURE:DATE: 01/17/24 LIC #: 45889I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA8195 VERNON STREET, ROCKFORD, MN 55373TEL: 612.730.2265 | WWW.CONTOURCD.COMEVERBROOK ACADEMYOTSEGO, MINNESOTAOWNERREVISIONS1.2.3.4.5.6.7.ISSUE DATE: 01/17/24c:\users\contour civil\dropbox\pc\desktop\contour\_jobs\24001 - everbrook otsego\cad\24001_details.dwg01/16/24BY: JTRDETAILSC6.13692581FLEXIBLE PAVEMENT SECTIONS4710NO SCALERIGID PAVEMENT SECTIONSNO SCALECONCRETE CURB & GUTTERNO SCALENO SCALENO SCALENO SCALECONCRETE WASHOUTNO SCALE6" CONCRETE FILLED PIPE BOLLARDNO SCALENO SCALENO SCALENOTES1. FINAL PAVEMENT SECTIONS AND SUBGRADE COMPACTION REQUIREMENTSTO BE CONFIRMED BY GEOTECHNICAL ENGINEER OF RECORD1.5" BITUMINOUS WEAR COURSE, SPWEA340C, MNDOT 23602" BITUMINOUS BASE COURSE, SPNWA330C, MNDOT 23606" CLASS 5 AGGREGATE BASE, MNDOT 3138TACK COAT, MNDOT 2357ONSITE PAVEMENT-STANDARD DUTYSAND BAG TO SECURESHEETING10 MILPOLYETHYLENESHEETINGVARIES2:1 TYPHAY BALES ORCOMPACTED EARTHBERMVARIESNOTES1. THE WASHOUT MUST HAVE SUFFICIENT VOLUME TO CONTAIN ALL LIQUID AND CONCRETE WASTEGENERATED BY WASHOUT OPERATIONS.2. LIQUID AND SOLID WASHOUT WASTE SHALL NOT CONTACT THE GROUND.3. LIQUID AND SOLID WASHOUT WASTE SHALL BE DISPOSED OF IN COMPLIANCE WITH MPCA RULES.4. A SIGN SHALL BE INSTALLED INDICATING THE LOCATION OF THE WASHOUT FACILITY.1211NO SCALENO SCALE6" CONCRETE FILLED PIPE BOLLARD W/SIGNTYPICAL SIGNPARKINGVEHICLE I DREQUIREDUP TO $200 FINEFOR VIOLATIONVANACCESSIBLER7-8mWHITE ON BLUE12" X 18"R7-8bPWHITE ON BLUE12" X 6"2" DIA. GALVANIZED SCHEDULE 40 PIPE. EMBED INCONCRETE FILLED BOLLARD.HEAVY DUTY HDPE DOME TOP BOLLARDCOVER (COLOR PER OWNER)6" DIA. GALVANIZED SCHEDULE 40 PIPEEMBED IN CONCRETE18"36"36"EXPANSION FELTNOTES1. BOLLARDS TO BE PLACED 12" BEHIND BACK OFCURB OR AS NOTED ON THE SITE PLAN.2. CONCRETE FOOTING TO BE HELD BELOWFINISHED CONCRETE SURFACE TO PROVIDESMOOTH CONCRETE FINISH.3. CENTER SIGN AT HEAD OF PARKING SPACE NOTMORE THAN 96" FROM HEAD OF PARKING SPACE.4. SIGN HARDWARE PER MANUFACTURER.60"R8-3aRED ON WHITE12" X 18"HEAVY DUTY HDPE DOME TOP BOLLARDCOVER (COLOR PER OWNER)6" DIA. GALVANIZED SCHEDULE 40 PIPEEMBED IN CONCRETE18"36"36"EXPANSION FELTNOTES1. BOLLARDS TO BE PLACED 12" BEHIND BACK OFCURB OR AS NOTED ON THE SITE PLAN.2. CONCRETE FOOTING TO BE HELD BELOWFINISHED CONCRETE SURFACE.3" R7"1/2" R12"3/4"/FT.138"3" R6" 7.5" 6" 1/2" RPAVEMENTCURBNOTES:PROPOSED FINISHEDGRADEANCHOR POSTPNEUMATICALLY 12" MINIMUM OVERLAP5/16"x 1"BOLTS7' URBAN 5' RURALUPPER SIGN POST5/16"x 2 1/2" BOLTS3' MIN.DRIVEN1. MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH CITYSPECIFICATIONS.2. SIGN PANELS-REFLECTIVE SHEETING, VIP DIAMOND GRADE.3. BOLTS SHALL BE TAMPER PROOF.4. FLANGED CHANNEL SIGN POSTS SHALL BE PAINTED GREEN, 3 LB./L.F. AND 7'LONG.5. SIGNS INSTALLED IN CONCRETE SHALL HAVE AN APPROVED BREAK-AWAYDEVICE.6. EDGE OF SIGN SHALL BE MINIMUM 18" FROM BACK OF CURB.INSTALL NYLON WASHERAGAINST SIGN PLATENO PARKING12" HIGH LETTERS4" STRIPING(TYP)HANDICAP PARKINGSYMBOL (TYP)HANDICAP PARKING SPACE PAVEMENT MARKINGSNOTES:1. TIPOUT CURB SHALL SLOPE OUT AT 3/4" PER FOOT.2. WHERE CURB MEETS CONCRETE PAVEMENT, INSTALL 24" NO.4 DOWELSSPACED 36" ON CENTER.APPROVED SUBGRADE, MIN. COMPACTION 95%4" PORTLAND CEMENT CONCRETE, MNDOT 31014" CLASS 5 AGGREGATE BASE, MNDOT 3138 (OR COMPACTED SAND SUBGRADE)CONRETE WALKAPPROVED SUBGRADE, MIN. COMPACTION 95%6" PORTLAND CEMENT CONCRETE, MNDOT 31016" CLASS 5 AGGREGATE BASE, MNDOT 3138CONRETE PAVEMENTAPPROVED SUBGRADE, MIN. COMPACTION 95%NOTES1. FINAL PAVEMENT SECTIONS AND SUBGRADE COMPACTION REQUIREMENTSTO BE CONFIRMED BY GEOTECHNICAL ENGINEER OF RECORDSTANDARD NO PARKING/HANDICAP SIGNPARKINGVEHICLE I DREQUIREDUP TO $200 FINEFOR VIOLATIONVANACCESSIBLER7-8mWHITE ON BLUE12" X 18"R7-8bPWHITE ON BLUE12" X 6"2" DIA. GALVANIZED SCHEDULE 40 PIPE36"60"NOTES1. SIGN TO BE PLACED 18" BEHIND BACK OF CURB,12" BEHIND SIDEWALK, OR AS NOTED ON THESITE PLAN.2. CONCRETE FOOTING TO USED AS NECESSARY TOKEEP SIGN PLUMB.3. CENTER SIGN AT HEAD OF PARKING SPACE NOTMORE THAN 96" FROM HEAD OF PARKING SPACE.4. SIGN HARDWARE PER MANUFACTURER.R8-3aRED ON WHITE12" X 18"PVCWYE6"-90°BEND6" PVCRISERDOWNSPOUT6" PVC LEAD(2% MIN. SLOPE)10"PROPOSEDGRADESLOTTEDPVC CAP6"CUT HOLE INSLOTTED PVC CAPTO RECEIVEDOWNSPOUTDOWNSPOUT CONNECTION TURF ESTABLISHMENTSTABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BE INITIATED IMMEDIATELY TOLIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTIONOF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 7 CALENDAR DAYS. STABILIZATION MUST BECOMPLETED NO LATER THAN 7 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION ISNOT REQUIRED ON CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES.STABILIZATION IS NOT REQUIRED ON TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANICCOMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) BUTPERMITTEES MUST PROVIDE SEDIMENT CONTROLS AT THE BASE OF THE STOCKPILE.TEMPORARY SEEDING SHALL BE IN ACCORDANCE WITH MNDOT 2575 AND SHALL BE AS FOLLOWS:SEED: 21-111 AT 100 LBS PER ACRE OR 21-112 AT 100 LBS PER ACREMULCH: TYPE 1 AT 2 TONS PER ACREFERTILIZER: 10-20-20 AT 300 LBS PER ACREPERMANENT SEEDING SHALL BE IN ACCORDANCE WITH MNDOT 2575 AND SHALL BE AS FOLLOWS, UNLESS SHOWNOTHERWISE ON THE PLANS:SEED: 25-131 AT 220 LBS PER ACRE OR 25-141 AT 59 LBS PER ACREMULCH: TYPE 1 AT 2 TONS PER ACREFERTILIZER: 10-10-10 AT 200 LBS PER ACRECLEANOUT PVC1'1' 4" CONCRETE PADFINISHED GRADE 45° BEND WYE MINIMUM1% SLOPEPVC NOTES:- ALL JOINTS SHALL BE SOLVENT WELD EXCEPT AS NOTED.- CLEAN OUTS ARE REQUIRED AT 100' SPACING AND AT CHANGE OF DIRECTION.- ALL CLEAN OUTS SHALL BE EQUIPPED WITH A FROST SLEEVE.CASTING SHALL BE MARKED SANITARY OR CO(CLEAN OUT) AS APPROVED BY ENGINEERFORD SERIES A CASTINGPVC THREADED PLUG SHEET NUMBEROPPIDAN400 WATER STREET, SUITE 200EXCELSIOR, MN 55331JOSEPH T RADACH PENAME:SIGNATURE:DATE: 01/17/24 LIC #: 45889I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA8195 VERNON STREET, ROCKFORD, MN 55373TEL: 612.730.2265 | WWW.CONTOURCD.COMEVERBROOK ACADEMYOTSEGO, MINNESOTAOWNERREVISIONS1.2.3.4.5.6.7.ISSUE DATE: 01/17/24c:\users\contour civil\dropbox\pc\desktop\contour\_jobs\24001 - everbrook otsego\cad\24001_details.dwg01/16/24BY: JTRDETAILSC6.2 SHEET NUMBEROPPIDAN400 WATER STREET, SUITE 200EXCELSIOR, MN 55331JOSEPH T RADACH PENAME:SIGNATURE:DATE: 01/17/24 LIC #: 45889I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA8195 VERNON STREET, ROCKFORD, MN 55373TEL: 612.730.2265 | WWW.CONTOURCD.COMEVERBROOK ACADEMYOTSEGO, MINNESOTAOWNERREVISIONS1.2.3.4.5.6.7.ISSUE DATE: 01/17/24c:\users\contour civil\dropbox\pc\desktop\contour\_jobs\24001 - everbrook otsego\cad\24001_details.dwg01/16/24BY: JTRDETAILSC6.3 SHEET NUMBEROPPIDAN400 WATER STREET, SUITE 200EXCELSIOR, MN 55331JOSEPH T RADACH PENAME:SIGNATURE:DATE: 01/17/24 LIC #: 45889I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA8195 VERNON STREET, ROCKFORD, MN 55373TEL: 612.730.2265 | WWW.CONTOURCD.COMEVERBROOK ACADEMYOTSEGO, MINNESOTAOWNERREVISIONS1.2.3.4.5.6.7.ISSUE DATE: 01/17/24c:\users\contour civil\dropbox\pc\desktop\contour\_jobs\24001 - everbrook otsego\cad\24001_details.dwg01/16/24BY: JTRDETAILSC6.4 SHEET NUMBEROPPIDAN400 WATER STREET, SUITE 200EXCELSIOR, MN 55331JOSEPH T RADACH PENAME:SIGNATURE:DATE: 01/17/24 LIC #: 45889I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AMA DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THESTATE OF MINNESOTA8195 VERNON STREET, ROCKFORD, MN 55373TEL: 612.730.2265 | WWW.CONTOURCD.COMEVERBROOK ACADEMYOTSEGO, MINNESOTAOWNERREVISIONS1.2.3.4.5.6.7.ISSUE DATE: 01/17/24c:\users\contour civil\dropbox\pc\desktop\contour\_jobs\24001 - everbrook otsego\cad\24001_details.dwg01/16/24BY: JTRDETAILSC6.5 CO8638638638648638648628618608598588578638634FDO3KFG5RPM15KFG14HOF4ANH3PRE2SWOSODSODSODSODEDGERROCK MULCHROCKMULCH4DFJROCK MULCH6DFJ5KFGPLANTING NOTES:PLANT SELECTIONS:SUBSTITUTIONS WILL BE CONSIDERED ONLY IF REQUESTED PRIOR TO BIDDING OF THEPROJECT. THE CONTRACTOR SHALL VERIFY AVAILABILITY OF THE SPECIFIEDMATERIALS AND INFORM THE LANDSCAPE ARCHITECT OF ANY CONCERNS PRIOR TOSUBMITTING A BID.ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE NURSERYSTOCK STANDARDS AS PUBLISHED BY THE AMERICAN NURSERY AND LANDSCAPEASSOCIATION (ANLA).UNLESS NOTED OTHERWISE, DECIDUOUS SHRUBS SHALL HAVE AT LEAST 5 CANES ATTHE SPECIFIED SHRUB HEIGHT. ORNAMENTAL TREES SHALL HAVE NO 'V' CROTCHESAND SHALL BEGIN BRANCHING NO LOWER THAN 3' ABOVE THE ROOT FLARE. STREETAND BOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN 6' ABOVE THEROOT FLARE.ANY CONIFEROUS TREE PREVIOUSLY PRUNED FOR CHRISTMAS TREE SALES SHALLNOT BE USED. ALL CONIFEROUS TREES SHALL HAVE A FULL, NATURAL FORMCONSISTENT WITH THE SPECIES.THE LANDSCAPE PLAN TAKES PRECEDENCE OVER THE PLANT SCHEDULE IF ANYDISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVERNOTES.STORAGE OF PLANTS ON CONSTRUCTION SITE:PLANTS SHALL NOT BE STORED ON SITE FOR EXTENDED TIME PERIODS. IF PLANTINGSCANNOT BE PLACED IN THE GROUND, AND WELL WATERED THAT SAME DAY, THEPLANTINGS SHALL HAVE MOIST MULCH COVERING THE ROOTS AT ALL TIMES.PLANTING INSTRUCTIONS:ALL PLANTINGS SHALL BE INSTALLED PER THE PLANTING DETAILS AS SHOWN IN THESECONSTRUCTION DOCUMENTS. PARTICULAR ATTENTION WILL BE PAID TO OVERSIZINGTHE PLANTING HOLE AND CREATION OF A WATERING WELL TO ALLOW SOAKING OF THEPLANTING BACKFILL FOR EACH PLANTING.EDGING AND MAINTENANCE STRIPS:BLACK POWDER COATED STEEL EDGER TO BE USED TO CONTAIN SHRUBS ANDMAINTENANCE STRIP AREAS.MAINTENANCE STRIPS SHALL HAVE EDGER AND MULCH AS SPECIFIED OR ASINDICATED ON DRAWINGS.MULCHING:A 3" DEPTH OF RIVER ROCK MULCH SHALL BE CLEAN AND FREE OF ANY SIGNIFICANTDIRT, SOIL, OR ORGANIC MATTER THAT WILL PROMOTE WEED GROWTH. HIGH QUALITYGEOTEXTILE FABRIC, WITH EDGES OVERLAPPED AT LEAST 12", SHALL BE PLACEDUNDER ALL ROCK MULCH.ALL TREES SHALL HAVE A MULCH RING (MINIMUM 48" DIAMETER) OF 4" DEEPSHREDDED HARDWOOD MULCH WITH NONE IN DIRECT CONTACT WITH TREE TRUNK.STAKING:STAKING OF THE TREES IS OPTIONAL, BUT THE CONTRACTOR SHALL BE HELDRESPONSIBLE FOR CORRECTING ANY TREES THAT FALL OUT OF PLUMB DURING THEWARRANTY PERIOD.REMOVAL OF TAGGING:ALL TAGGING AND PLANT LABELS SHALL BE REMOVED AFTER PLANTING. BALLED ANDBURLAPPED PLANTINGS SHALL HAVE ANY ROPE REMOVED FROM THE TRUCK AND THETOP OF THE WIRE CAGE REMOVED FROM THE BALL AFTER PLACEMENT IN THEPLANTING PIT.WARRANTY PERIOD:ALL PLANTING SHALL BE COVERED BY A ONE YEAR WARRANTY PERIOD TO COVERREPLACEMENT OF ANY PLANTINGS THAT HAVE DIED OR ARE SHOWING OBVIOUS SIGNSOF STRESS AT THE WARRANTY INSPECTION. REPLACEMENT OF ANY FAILEDPLANTINGS INCLUDES RE-ESTABLISHING CLEAN MULCH AROUND ANY REMOVALS ANDOFF-SITE DISPOSAL OF ANY MATERIALS.IRRIGATION:ALL PLANTING AREAS SHALL BE COVERED BY AN AUTOMATIC, UNDERGROUNDIRRIGATION SYSTEM WITH PROGRAMMABLE CONTROL STATION, RAIN SENSOR, ANDSEPARATE ZONES FOR TURF AND PLANTINGS.SODDINGALL TURF AREAS SHALL BE BLUEGRASS SOD LAID PERPENDICULAR TO ANY SLOPES.STAGGER JOINTS AT LEAST 2' AND STAKE IF NEEDED TO KEEP FROM BEING DISPLACEDBY HEAVY RAIN.WARRANTY PERIOD:ALL PLANTING SHALL BE COVERED BY A ONE YEAR WARRANTY PERIOD TO COVERREPLACEMENT OF ANY PLANTINGS THAT HAVE DIED OR ARE SHOWING OBVIOUS SIGNSOF STRESS AT THE WARRANTY INSPECTION. REPLACEMENT OF ANY FAILEDPLANTINGS INCLUDES RE-ESTABLISHING CLEAN MULCH AROUND ANY REMOVALS ANDOFF-SITE DISPOSAL OF ANY MATERIALS.PLANTING SCHEDULE:COMMON NAMEQTYSYMCOMMENTSCONTSIZESCIENTIFIC NAMESWAMP WHITE OAKSWO 2 Quercus bicolor SINGLE STEM2.5" CAL B&BEVERGREEN TREESNCSNORWAY COLUMNAR SPRUCEFULL FORMPicea abies 'Fastigiata Compacta'6' HGTB&BREDPOINT MAPLERED 5 Acer rubrum 'Redpoint' B&B SINGLE STEM2.5" CAL--DECIDUOUS TREESPERENNIALS AND GRASSESGRAPHICMATERIALROCK MULCHSODBLUEGRASS PEAT SODSPECIFICATIONNOTES1.5" DIAMETER GRANITE RIVER ROCK MULCHN/ADECIDUOUS SHRUBSPOT4ANNABELLE HYDRANGEA Hrdrangea arborescens ' Annabelle'ANH5' O.C.CONIFEROUS SHRUBSPOT5 GAL10 DAUB'S FROSTED JUNIPER Juniperus x pfitzeriana 'MonSan'DFJ5' O.C.010' 20'20'SCALE: 1" = 20'-0" NORTHLANDSCAPE PLAN:Registration #:Signature:I hereby certify that this plan was prepared byof the State of Minnesota.Drawn By:Checked By:Sheet Title:Date:Revision:Project #:Name:Paul Kangas2601714165 James Road - Suite 200ARogers, MN 55374Phone: 612-237-8355www.insideoutsidearchitecture.comSheet Number:COPYRIGHT 2024 ©This plan is copyrighted and shall be usedonly for the project shown andshall not be copied or reproduced without writtenpermission from Inside Outside Architecture, Inc.Project Name:EVERBROOKACADEMYOtsego, Minnesota24-00101-17-2024PKPKLANDSCAPE PLANL1-1nsideutsiderchitectureInc.PRINCETON ELM Ulmus americana 'Princeton' SINGLE STEMB&B2.5" CALPRE 3POT4 FIREDANCE DOGWOOD Cornus sericea 'Bailadeline'FDO5' O.C.3" DEPTH24"HOSTA - FRANCES WILLIAMSHOF Hosta x 'Frances Williams' POT1 GAL1424" O.C.KARL FOERSTER GRASSKFG Calamagrostis x acutiflora 'Karl Foerster' POT1 GAL2324" O.C.PERENNIAL SPACING GUIDELINESSCALE: 3/4" = 1'-0"3L1-1PERENNIAL PLANTINGUNDISTURBED NATIVE SOILDECIDUOUS TREE PLANTING DETAILSCALE: 1/2" = 1'-0"1L1-1PLANTING DETAILS:GROUNDCOVER SCHEDULE:24"SCALE: 3/4" = 1'-0"SHRUB PLANTING DETAIL4L1-1 Luminaire ScheduleSymbolQtyLabelArrangementDescriptionLLFLuminaireLumensLuminaireWattsTotalWattsMountingHeight4AA4SingleRSX1 LED P4 40K R40.91016573133.14532.5625AA4MH: 25AA4MH: 25AA4MH: 25AA4MH: 250.3 0.3 0.4 0.5 0.6 0.8 0.91.11.31.5 1.71.9 2.1 2.2 2.0 1.8 1.60.4 0.5 0.6 0.8 0.9 1.2 1.4 1.8 2.1 2.5 2.9 3.2 3.5 3.6 3.3 3.0 2.70.4 0.6 0.7 0.9 1.21.4 1.72.1 2.5 3.0 3.64.1 4.54.6 4.3 3.8 3.20.5 0.6 0.8 1.0 1.2 1.5 1.7 2.0 2.4 2.9 3.5 4.2 4.8 4.9 4.4 3.8 3.10.5 0.6 0.8 1.0 1.21.41.6 1.9 2.2 2.6 3.1 3.7 4.2 4.3 3.9 3.3 2.70.5 0.6 0.8 1.0 1.2 1.4 1.5 1.7 1.9 2.2 2.6 3.1 3.4 3.4 3.2 2.8 2.30.5 0.6 0.8 0.91.11.31.4 1.51.6 1.8 2.1 2.4 2.6 2.6 2.5 2.2 1.90.5 0.6 0.8 0.9 1.1 1.2 1.3 1.3 1.4 1.6 1.7 1.9 2.0 2.0 1.9 1.8 1.60.5 0.6 0.7 0.9 1.01.11.2 1.2 1.31.4 1.51.61.7 1.71.61.5 1.40.5 0.6 0.7 0.9 1.0 1.1 1.1 1.2 1.3 1.4 1.4 1.5 1.6 1.6 1.5 1.5 1.40.5 0.6 0.7 0.9 1.01.1 1.11.2 1.31.4 1.4 1.5 1.5 1.5 1.5 1.5 1.40.5 0.6 0.7 0.9 1.0 1.1 1.1 1.2 1.3 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.40.5 0.6 0.7 0.9 1.01.1 1.11.2 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.30.5 0.6 0.7 0.9 1.0 1.1 1.1 1.2 1.3 1.3 1.3 1.3 1.2 1.2 1.3 1.3 1.30.5 0.6 0.7 0.9 1.01.11.2 1.2 1.3 1.31.4 1.41.3 1.3 1.3 1.3 1.30.5 0.6 0.7 0.9 1.0 1.1 1.2 1.2 1.3 1.4 1.5 1.5 1.5 1.4 1.4 1.4 1.40.5 0.6 0.7 0.9 1.01.1 1.11.2 1.31.4 1.51.6 1.61.5 1.5 1.5 1.40.5 0.6 0.7 0.9 1.0 1.1 1.2 1.2 1.3 1.4 1.5 1.6 1.7 1.7 1.5 1.5 1.40.5 0.6 0.7 0.91.11.2 1.2 1.3 1.31.51.6 1.8 1.9 1.9 1.9 1.61.40.5 0.6 0.8 0.9 1.1 1.2 1.3 1.4 1.5 1.7 1.9 2.1 2.3 2.3 2.3 2.2 1.70.5 0.6 0.8 0.91.11.31.41.61.72.0 2.3 2.7 3.0 3.0 2.9 2.7 2.00.5 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 2.4 2.8 3.4 3.8 3.9 3.7 3.3 2.90.5 0.6 0.8 1.0 1.21.5 1.71.9 2.3 2.7 3.3 4.0 4.6 4.84.53.9 3.4 3.0 2.7 2.5 2.3 2.1 1.91.7 1.51.3 1.21.1 1.11.0 0.9 0.9 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.9 0.9 0.9 0.8 0.8 0.9 0.9 0.8 0.8 0.7 0.7 0.6 0.6 0.5 0.4 0.3 0.3 0.2 0.1 0.10.5 0.6 0.8 1.0 1.2 1.5 1.8 2.1 2.5 3.0 3.7 4.4 5.1 5.3 4.9 4.4 3.8 3.3 2.9 2.7 2.5 2.3 2.1 1.9 1.7 1.6 1.5 1.4 1.2 1.1 1.0 1.0 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 1.0 1.0 1.1 1.1 1.1 1.1 1.1 1.1 1.0 0.9 0.8 0.8 0.7 0.6 0.6 0.5 0.4 0.3 0.2 0.1 0.10.4 0.6 0.7 0.91.1 1.4 1.72.1 2.5 3.1 3.7 4.34.74.94.7 4.43.9 3.4 3.0 2.7 2.5 2.3 2.2 2.0 1.9 1.81.7 1.5 1.41.21.11.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.01.11.2 1.3 1.3 1.3 1.3 1.3 1.21.11.0 0.9 0.8 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.2 0.10.4 0.5 0.6 0.7 0.9 1.1 1.4 1.7 2.0 2.4 2.8 3.2 3.5 3.7 3.6 3.4 3.2 3.0 2.7 2.4 2.3 2.1 2.1 2.0 2.0 1.9 1.7 1.6 1.4 1.3 1.2 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.2 1.4 1.5 1.5 1.5 1.4 1.3 1.2 1.1 1.0 0.9 0.9 0.8 0.7 0.6 0.5 0.3 0.2 0.2 0.10.3 0.3 0.4 0.5 0.6 0.7 0.9 1.0 1.21.4 1.72.0 2.3 2.4 2.4 2.4 2.3 2.2 2.1 2.0 1.9 1.9 2.0 2.0 2.0 1.9 1.81.7 1.5 1.41.3 1.3 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.31.4 1.51.61.7 1.71.61.51.3 1.21.1 1.11.0 0.9 0.8 0.6 0.5 0.4 0.3 0.2 0.10.2 0.2 0.2 0.2 0.3 0.4 0.5 0.5 0.6 0.7 0.9 1.1 1.4 1.5 1.6 1.6 1.6 1.7 1.6 1.7 1.8 1.9 2.0 2.2 2.2 2.2 2.1 2.0 1.7 1.6 1.5 1.4 1.4 1.4 1.3 1.3 1.3 1.3 1.3 1.4 1.4 1.4 1.5 1.7 1.8 2.0 2.1 2.1 2.0 1.8 1.6 1.4 1.3 1.2 1.1 1.0 0.8 0.7 0.5 0.4 0.3 0.2 0.10.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.6 0.8 1.0 1.21.4 1.5 1.5 1.51.61.7 1.71.8 2.1 2.4 2.6 2.8 2.8 2.7 2.4 2.1 1.81.71.61.5 1.5 1.41.3 1.31.4 1.4 1.51.6 1.6 1.8 2.0 2.3 2.6 2.8 2.8 2.6 2.2 1.91.7 1.5 1.41.31.10.9 0.7 0.6 0.4 0.3 0.2 0.20.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.7 1.0 1.2 1.4 1.4 1.4 1.5 1.6 1.8 1.9 2.1 2.4 2.8 3.3 3.7 3.7 3.4 2.9 2.5 2.1 1.9 1.8 1.7 1.6 1.5 1.4 1.4 1.5 1.5 1.7 1.7 1.9 2.1 2.4 2.9 3.4 3.7 3.6 3.3 2.8 2.3 2.0 1.7 1.5 1.4 1.2 0.9 0.8 0.6 0.4 0.3 0.2 0.20.0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.5 0.6 0.91.11.2 1.31.4 1.5 1.71.8 2.1 2.4 2.8 3.3 3.94.5 4.5 4.13.4 2.9 2.5 2.1 1.9 1.8 1.61.5 1.4 1.4 1.51.6 1.8 1.9 2.1 2.4 2.9 3.4 4.04.5 4.43.9 3.2 2.7 2.3 1.91.7 1.41.2 1.0 0.8 0.6 0.5 0.4 0.3 0.20.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.6 0.8 0.9 1.0 1.2 1.3 1.5 1.6 1.9 2.2 2.5 3.0 3.7 4.3 4.9 5.0 4.5 3.8 3.2 2.7 2.3 2.0 1.8 1.6 1.5 1.4 1.4 1.5 1.6 1.8 2.0 2.3 2.7 3.2 3.8 4.4 5.0 4.9 4.3 3.6 3.0 2.5 2.1 1.7 1.5 1.2 1.0 0.8 0.6 0.5 0.4 0.3 0.20.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.7 0.9 1.01.11.31.51.8 2.2 2.6 3.1 3.64.1 4.4 4.54.2 3.7 3.2 2.7 2.3 2.01.7 1.5 1.41.3 1.31.4 1.5 1.72.0 2.3 2.7 3.2 3.74.1 4.5 4.44.0 3.6 3.0 2.5 2.11.7 1.4 1.10.9 0.7 0.5 0.4 0.3 0.2 0.20.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.2 1.4 1.7 2.0 2.3 2.7 2.9 3.2 3.2 3.0 2.7 2.4 2.1 1.8 1.6 1.4 1.2 1.1 1.0 1.0 1.1 1.2 1.4 1.6 1.8 2.1 2.4 2.7 3.0 3.2 3.2 2.9 2.6 2.3 2.0 1.6 1.3 1.1 0.9 0.7 0.6 0.4 0.3 0.3 0.2 0.20.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.5 0.5 0.6 0.7 0.8 0.9 1.0 1.2 1.31.5 1.71.9 1.9 1.8 1.61.41.21.11.0 0.9 0.8 0.7 0.7 0.7 0.7 0.8 0.9 1.01.11.21.41.6 1.8 1.9 1.91.7 1.51.31.11.0 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.2 0.2 0.10.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.6 0.6 0.7 0.9 1.0 1.0 0.9 0.8 0.6 0.6 0.5 0.5 0.5 0.4 0.3 0.3 0.3 0.3 0.4 0.5 0.5 0.4 0.6 0.6 0.7 0.9 1.0 1.0 0.9 0.7 0.5 0.5 0.4 0.4 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.10.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.6 0.7 0.9 0.9 0.8 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.8 0.9 0.8 0.7 0.6 0.4 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.1 0.00.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.4 0.5 0.7 0.8 0.8 0.7 0.5 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.5 0.7 0.8 0.8 0.6 0.5 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.5 0.6 0.6 0.6 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.6 0.6 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.5 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0www.stinsonelectricinc.comSTINSON electric inc.612.788.0244750 4th St. NWNew Brighton, MN 55112DATE:01-16-2024E5.1SITEPHOTOMETRICEVERBROOKACADEMY -OTSEGOPARSONS AND 84TH NEOTSEGO, MNDATE: 01-16-2024I HEREBY CERTIFY THAT THIS PLANSPECIFICATION OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED MASTER ELECTRICIAN UNDERTHE LAWS OF THE STATE OF MINNESOTA.ROBERT ARCHAMBAULTREGISTRATION NO: AM692332DESIGN DEVELOPMENT OUTDOORMECHANICALEQUIPMENTELECTRICAL SERVICESGASDOMESTICWATER AND FIRESANITARY(2 STAFF @ 1:7)14 CHILDREN @ 35 SF/CREQUIRED 490 SFPROVIDED ±500 SF+47 SF FIXTURES(2 STAFF @ 1:10)20 CHILDREN @ 35 SF/CREQUIRED 700 SFPROVIDED ±720 SF+29 SF FIXTURES(2 STAFF @ 1:10)20 CHILDREN @ 35 SF/CREQUIRED 700 SFPROVIDED ±721 SF+29 SF FIXTURES(2 STAFF @ 1:15)30 CHILDREN @ 35 SF/CREQUIRED 1,050 SFPROVIDED ±1,066 SF+32 SF FIXTURES(2 STAFF @ 1:4)8 CHILDREN @ 50 SF/CREQUIRED 400 SFPROVIDED ±406 SF+147 SF FIXTURES AND CRIBSLAUNDRYXXXUTILITYXXXRISERXXXOFFICEXXXVESTIBULEXXXADULTTOILETXXXTOILETXXXCARTSTATIONXXXCLXXXADULTTOILETXXXLOBBYXXXTODDLER 1XXXPRESCHOOLXXXPRE-KXXXSCHOOL AGEXXXSTAFFXXXINFANT 1XXXTOILETXXXTOILETXXXTOILETXXXCLXXXCLXXXCLXXXCLXXXCL.XXX(2 STAFF @ 1:7)14 CHILDREN @ 35 SF/CREQUIRED 490 SFPROVIDED ±509 SF+38 SF FIXTURESTWO'SXXX(2 STAFF @ 1:7)14 CHILDREN @ 35 SF/CREQUIRED 490 SFPROVIDED ±510 SF+38 SF FIXTURESEARLY PRESCHOOLXXXTOILETXXXCLXXXCLXXXTOILETXXXTOILETXXXTOILETXXXTOILETXXXCLXXXMULTI-PURPOSEXXXPOSTED OCCUPANCY: 20 MAXPROVIDED 749 + 4 SQ FIXTURESRISERS & METERSUPPLYXXXITXXXCARRIERCLOSETXXXCORR.XXXEMERG.EMERG.EMERG.EMERG.EMERG.EMERG.KITCHENXXXEMERG.(2 STAFF @ 1:4)8 CHILDREN @ 50 SF/CREQUIRED 400 SFPROVIDED ±410 SF+147 SF FIXTURES AND CRIBSINFANT 2XXXCL.XXX(2 STAFF @ 1:4)8 CHILDREN @ 50 SF/CREQUIRED 400 SFPROVIDED ±410 SF+147 SF FIXTURES AND CRIBSINFANT 3XXXEMERG.CL.XXX(2 STAFF @ 1:7)14 CHILDREN @ 35 SF/CREQUIRED 490 SFPROVIDED ±500 SF+47 SF FIXTURESTODDLER 2XXXEMERG.EMERG.EMERG.76'-4"172'-8"TODDLER 135REQ'DSTAFFAREA (SF)MIN. 16m-33m 4901:7 2OCCUPANCY - MINNESOTABUILDING DATARATIOSTATE MAXGROUP SIZEPLAN MAXCAPACITYAREA (SF)PROVIDED500ROOM: AGES: RM. # 14XXX5,61020150 5,752TOTALS11,758 SFBASE BUILDING AREA:NOTE:PROVIDED CLASSROOM AREA HAS BEEN CALCULATED INCLUDING THE SPACE OCCUPIED BY BUILT-IN FIXTURESAND CRIBS AS PER STATE REGULATIONS.AREA PERCHILD (SF)14509EARLY PRESCHOOL 3516m-33m 4901:7 214 14XXXPRESCHOOL 35 7001:10 220 20XXXPRE-K 3533m-kinder. 7001:10 220 20XXXSCHOOL AGE 35kinder.+ 1,0501:15 230 30XXX5107207211,066TWO'S 3516m-33m 4901:7 214 14XXX33m-kinder.2357801/15/2024JOB NO.DATESHEET NO.#DATE TYPE123456REVISIONS17710 Detroit Avenue Lakewood, Ohio 44107Phone (216) 521-5134 Fax (216) 521-4824www.adaarchitects.comTHESE DOCUMENTS CONTAIN INFORMATION PROPRIETARY TO ADA ARCHITECTS, INC.UNAUTHORIZED USE OF THESE DOCUMENTS IS EXPRESSLY PROHIBITED UNLESS AGREED UPON IN WRITING.-EVERBROOK ACADEMY - OTSEGO87TH ST NE & PARSON AVE NE OTSEGO, MN 55330789SCALE:FIXTURE PLAN 1/8"=1'-0"1A1.0FIXTURE PLANFP-1INFANT 2 506w-16m 4001:4 2 4108XXX 8INFANT 1 506w-16m 4001:4 2 4068XXX 8TODDLER 2 3516m-33m 4901:7 2 50014XXX 14INFANT 3 506w-16m 4001:4 2 4108XXX 8