Loading...
HomeMy WebLinkAbout2024.06.03 CC Packet A. CALL TO ORDER B. ROLL CALL C. PLEDGE OF ALLEGIANCE D. APPROVAL OF MINUTES 1. May 20, 2024, City Council Meeting 2. May 20, 2024, Executive Session 3. May 21, 2024, Nystrom Ribbon Cutting E. APPROVAL OF AGENDA F. APPOINTMENTS/PRESENTATIONS 1. Nothing Scheduled G. CONSENT AGENDA All matters listed under the Consent Agenda are considered to be routine by the City Council and will be enacted by one motion and a roll call vote. If a member of the City Council or the public wishes to discuss an item, that item will be removed from the Consent Agenda and will be considered separately. 11.. Approve Claims Roster 2. Approve Annual Performance Review for Public Works Mechanic Steven Garcia 3. Approve Annual Performance Review for Public Works Worker Corey Triemert 4. Approve Annual Performance Review for Public Works Worker Riley Hollerback 5. Approve Annual Performance Review for Public Works Streets Lead Worker Tom Smith 6. Approve Hiring Terry Hagstrom as Temporary Building Inspector 7. Approve Firefighter Darek Albertson as Engineer on the Hugo Fire Department 8. Approve Firefighter Brian Kindelberger as Lieutenant on the Hugo Fire Department 9. Approve Donation from the Hugo American Legion to the Hugo Fire Department 10. Approve Quotes for Fire Department Kitchen Remodel 11. Approve Summary Ordinance for Publication on Solar Farm Moratorium 12. Approve Special Event Permit for Ragnar Relay Minnesota on August 9, 2024 13. Approve Special Event Permit for Tough Mudder on June 29-30, 2024 14. Approve Temporary Liquor License for Hugo Lions Club for Tough Mudder on June 29- 30, 2024 15. Approve Resolution Approving Encroachment Agreement for 15873 Ethan Trail North 16. Approve Resolution Approving Variance for 12494 Goodview Avenue North 17. Approve Authorization to Amend Shooting Ordinance Map 18. Approve Site Plan, Conditional Use Permit, and Development Agreement for Liberty Classical Academy at 10158 122nd Street North Mayor: Tom Weidt Councilmembers: Becky Petryk, Ward 1 Phil Klein, Ward 2 Dave Strub, Ward 3 Mike Miron, Council at Large City Council Agenda Monday, June 3, 2024 Address: 14669 Fitzgerald Ave. N. Hugo, MN 55038 Phone: 651-762-6300 Website: www.ci.hugo.mn.us H. PUBLIC HEARING 1. Nothing Scheduled I. UNFINISHED BUSINESS 1. Nothing Scheduled J. NEW BUSINESS 1. Nothing Scheduled K. VISITOR PRESENTATIONS 1. Nothing Scheduled L. COUNCIL PRESENTATIONS 1. Nothing Scheduled M. ADMINISTRATIVE PRESENTATIONS 1. Premier Bank Good Neighbor Days Open House on Saturday, June 8, 2024 2. Premier Bank Grand Opening Tuesday, June 11, 2024 N. EXECUTIVE SESSION 1. White Bear Lake Homeowners Association Lawsuit IN THE MATTER OF RESTRICTIONS TO VARIOUS MUNICIPAL WATER APPROPRIATION PERMITS (OAH MASTER DOCKET No. 8-2002-37733). O. ADJOURNMENT BACKGROUND MEMO FOR THE CITY COUNCIL MEETING ON JUNE 3, 2024 D.1 Approval of Minutes for the May 20, 2024, City Council Meeting D.2 Approval of Minutes for the May 20, 2024, Executive Session D.2 Approval of Minutes for the May 21, 2024, Nystrom Ribbon Cutting Staff recommends Council approve the above minutes as presented. G. 1 Approval of Claims Staff recommends Council approve the Claims Roster as presented. G.2 Approve Annual Performance Review for Public Works Mechanic Steven Garcia At its June 6, 2023, meeting, Council approved the hiring of Steve Garcia as the new Public Works Mechanic beginning June 7, 2023. Public Works Director Scott Anderson recommends Council approve the Annual Performance Review for Public Works Mechanic Steve Garcia. G.3 Approve Annual Performance Review for Public Works Corey Triemert At its June 6, 2022, meeting, Council approved the hiring of Corey Triemert as a Public Works Worker beginning on June 30, 2022. Public Works Director Scott Anderson recommends Council approve the Annual Performance Review for Public Works Worker Corey Triemert. G.4 Approve Annual Performance Review for Public Works Worker Riley Hollerback At its June 6, 2022, meeting, Council approved the hiring of Riley Hollerback as a Public Works Worker beginning on June 30, 2022. Public Works Director Scott Anderson recommends Council approve the Annual Performance Review for Public Works Worker Riley Hollerback. G.5 Approve Annual Performance Review for Public Works Streets Lead Worker Tom Smith Tom Smith was hired by the City of Hugo on June 26, 2000 as a Worker in Public Works Department and promoted to Streets Lead Worker on April 17, 2023. Public Works Director Scott Anderson recommends Council approve the annual performance review for Public Works Worker Tom Smith. G.6 Approve Hiring Terry Hagstrom as Temporary Building Inspector Terry was hired on July 12, 2021, as a full-time building inspector for the City of Hugo. Terry retired on March 29, 2024. Due to the workload of the Building Department, staff is requesting to rehire Terry on a temporary part-time basis beginning on June 7, 2024. Staff recommends Council approve the hiring of Terry Hagstrom as a temporary building inspector. G.7 Approve Firefighter Darek Albertson as Engineer on the Hugo Fire Department In March, the Hugo Fire Department posted to fill two open Engineer positions. After Chief Engineer Kaspszak and Deputy Chief Jensen conducted an interview, they chose Darek Albertson to fill one of the open positions with a start date of June 1, 2024. Darek has recently completed a Fire Apparatus Operator course put on by Century College and has been with the Fire Department since December of 2021. Staff recommends Council approve Darek Albertson as an Engineer on the Fire Department. G.8 Approve Firefighter Brian Kindelberger as Lieutenant on the Hugo Fire Department After restructuring the leadership ranks within the department, two Lieutenant positions were posted within the department. On Tuesday, May 28, 2024, Fire Chief Jim Compton, Deputy Chief Jensen, and Assistant Chief Emans conducted an interview for one of the open Lieutenant positions and chose Brian Kindelberger for one of the Lieutenant positions with a start date of June 1, 2024. Brian has been with the fire department since December of 2013 and has served as a Lieutenant from March of 2018 to August of 2022. Staff recommends Council approve Brian Kindelberger as a Lieutenant on the Hugo Fire Department. G.9 Approve Donation from the Hugo American Legion to the Hugo Fire Department The Hugo American Legion has requested to donate $1,000 to the Hugo Fire Department from pull-tab proceeds for equipment. All donations to the Fire Department must be approved by the Council. Staff recommends Council approve the donation of $1,000 to the Hugo Fire Department. G.10 Approve Quotes for Fire Department Kitchen Remodel Over the past several years, the City of Hugo has been making updates to the fire station that was built in 1999. To keep in line with the updates, Fire Chief Jim Compton, Jr. is proposing a kitchen remodel project that has been included in the 2024 City CIP. As part of the project, members of the department will do the general contracting, demolition work, painting, and other miscellaneous work to save money on the project. Quotes have been solicited for different trades to do work on the cabinetry, finish carpentry work, flooring, and ventilation. All quotes have been reviewed and the results have been discussed with the Finance Director who has indicated that sufficient funding has been budgeted in the Building Maintenance Fund. The work is expected to cost between $30,536 - $33, 536. Staff recommends Council approve the quotes from Kramer Mechanical Plumbing and Heating, Preferred Kitchens, and Albertson Construction, Inc. and other miscellaneous material and labor expenses to complete the Fire Department kitchen remodeling project. G.11 Approve Summary Ordinance for Publication on Solar Farm Moratorium At its May 20, 2024, meeting, Council had approved an ordinance for a moratorium on solar farms. Staff has prepared a summary of the ordinance for publication. Staff recommends Council approve the Summary Ordinance for the Solar Farm Moratorium. G.12 Approve Special Event Permit for Ragnar Relay Minnesota on August 9, 2024 Ragnar Events, LLC has applied for a Special Event Permit to hold a 200-mile overnight relay race beginning in Minneapolis on Friday, August 9 and ending in Duluth on Saturday, August 10. Event organizers are requesting to use the Hugo Public Works parking lot as an exchange point for runners during the relay on Friday, August 9. At peak times, it is expected there will be about 32 cars in the lot. For most of the day, there will be approximately 15-20 at any given time. A Special Event Permit approved by Council is necessary because there will be over 200 people participating. There will be approximately 2,500 total participants but only approximately 230 runners spread out over the course. Staff recommends Council approve the Special Event Permit for Ragnar Relay Minnesota on August 9, 2024, subject to the conditions in the staff memo. G.13 Approve Special Event Permit for Tough Mudder on June 29 - 30, 2024 Tough Mudder has applied for a Special Event Permit to hold a two- day endurance sport event at Wild Wings Game Farm on June 29-30, 2024. Tough Mudder is a for profit company that has held events in the US since 2010 and elsewhere in the world since 2016. This will be the eighth year the event has been held at Wild Wings. A Special Event Permit approved by Council because there will be an estimated 5,900 people on site on Saturday and 1,500 on Sunday. There will also be impacts to public streets, use of an amplified sound system, and alcohol served. Staff recommends Council approve the Special Event Permit for the Tough Mudder on June 29-30, 2024, subject to the conditions in the staff memo. G.14 Approve Temporary Liquor License for Hugo Lions Club for Tough Mudder on June 29 - 30, 2024 The Hugo Lions Club has applied for a Temporary Liquor License to provide beer and seltzers at the Tough Mudder on June 29 and 30, 2024, at Wild Wings Game Farm. Staff has received the permit application, fee, and proper insurance. Staff recommends Council approve the Temporary Liquor License for the Lions Club for the Tough Mudder on June 29 and 30, 2024, subject to receipt of the permit fee. G.15 Approve Resolution Approving Encroachment Agreement for 15873 Ethan Trail North Mary Ward has requested an encroachment agreement to allow construction of a fence within a drainage and utility easement on property located at 15873 Ethan Trail Avenue North. The Senior Engineering Technician has reviewed the location of the fence and is comfortable with the request. Staff recommends Council approve the resolution approving the encroachment agreement for 15873 Ethan Trail North. G.16 Approve Resolution Approving Variance for 12494 Goodview Avenue North Michael and Lindsay Osterman have requested a variance to construct a 3,000 square foot accessory building to be placed in front of the house relative to the street, where placement behind the house is required by ordinance. Staff reviewed the request and found that it met the criteria necessary to approve a variance, and recommended approval of the variance to the Board of Zoning Appeals and Adjustments. At its May 23, 2024 meeting, the Board held a public hearing and considered the request. No one spoke at the public hearing. The Board voted unanimously to recommend that the City Council approve the resolution approving the variance request for 12494 Goodview Avenue North.  G.17 Approve Authorization to Amend Shooting Ordinance Map At its meeting on May 17, 2010, the Council approved amendments to the Shooting Regulations in the Hugo City Code. The amendments included adoption of a Controlled Shooting Area Map that identifies an area that is subject to certain restrictions, which was amended by the City Council at its November 11, 2021 meeting to include land which had since been developed with neighborhood homes and parks. These restrictions prohibit discharging a firearm or controlled weapon within 500 feet of a building occupied by human or livestock or a stockade or corral containing livestock. It also prohibits discharge of a firearm or controlled weapon within 500 feet of any public road. Areas of the City not in the Controlled Shooting Area may discharge a firearm on their own property or on private property with the consent of the owner or legal occupant, as regulated by the DNR. Staff recommends the Controlled Shooting Area be expanded to include land which has been developed with neighborhood homes and parks since the 2021 map revision. Staff is seeking authorization to draft an amendment to the Controlled Shooting Area Map for Council approval. G.18 Approve Site Plan, Conditional Use Permit, and Development Agreement for Liberty Classical Academy at 10158 122nd Street North Liberty Classical Academy is seeking approval of site plan and conditional use permit (CUP) for an approximately 33,500 square foot building addition to the existing school and associated parking on the property located at 10158 122nd Street North. There are stormwater management facilities and septic systems that are proposed to be located in May Township. The applicant is requesting a CUP in May Township for these associated services proposed to be located in May Township. At its May 9, 2024, meeting, the Planning Commission held a public hearing and considered the request. The Planning Commission unanimously recommended approval of the request with additional conditions. May Township will hold a public hearing on the request for the stormwater facilities and septic system at its Planning Commission meeting on May 30, 2024. Staff will update the City Council after the meeting. M.1 Premier Bank Good Neighbor Days Open House on Saturday, June 8, 2024 Premier Bank, 14773 Flay Avenue North, will hold an open house during Good Neighbor Days on Saturday, June 8, 2024, from 11 a.m. – 5 p.m. Visitors can sign up to win a chance to enter the cash tornado. Staff recommends Council schedule a meeting if they wish to attend. M.2 Premier Bank Grand Opening Tuesday, June 11, 2024 Premier Bank, 14773 Flay Avenue North, will hold their grand opening on Tuesday, June 11, 2024, from 3:30-7 p.m. Staff recommends Council schedule a meeting if they wish to attend. N.1 Executive Session -White Bear Lake Homeowners Association Lawsuit Pursuant to Minn. Stat. D.05 Subd. 3(b) the Council will adjourn to executive sessions to discuss information relating to the lawsuits filed by the White Bear Lake Homeowners Association and their demanded domestic water restrictions. O.1 Adjournment MINUTES City Council Meeting City Hall Council Chambers Monday, May 20, 2024 7:00 p.m. Call to Order Acting Mayor Miron called the meeting to order at 7:00 p.m. Roll Call COUNCIL PRESENT: Klein, Miron, Petryk, Strub, COUNCIL ABSENT: Weidt OTHERS PRESENT: City Administrator Bryan Bear, City Engineer Mark Erichson, City Attorney Dave Snyder, Community Development Director Rachel Juba, City Clerk Michele Lindau Approval of Minutes for the May 6, 2024, City Council Meeting Strub made motion, Klein seconded, to approve the minutes for the City Council meeting held on May 6, 2024, as presented. All Ayes. Motion carried. Approval Minutes for the May 15, 2024, Diamond Point Park Neighborhood Meeting Klein made motion, Petryk seconded, to approve the minutes for the Diamond Park neighborhood meeting held on May 15, 2024, as presented. All Ayes. Motion carried. Approval of Agenda Miron made motion, Klein seconded, to approve the agenda as presented. All Ayes. Motion carried. Approval of Consent Agenda Klein made motion, Strub seconded, to approve the following Consent Agenda: 1. Approve Claims Roster 2. Approve Six-Month Performance Review and Extension of Probationary Period for Public Works Worker Miguel Souffront 3. Approve Six-Month Performance Review for Public Works Utility Lead Worker Richard Fox 4. Approve Fireworks Permit for Good Neighbor Days on Saturday, June 8, 2024 5. Approve Resolution Approving PUD Amendment for Shores of Oneka Lake 4th Council Meeting Minutes for May 20, 2024 Page 2 of 6 Addition 6. Approve Resolutions Approving Final Plat and Development Agreement for Shores of Oneka Lake 4th Addition 7. Approve Resolution Approving Encroachment Agreement for 5413 Ferrara Avenue North 8. Approve Purchase of New Playground Equipment for Diamond Point Park All Ayes. Motion carried. Approve Claims Roster Adoption of the Consent Agenda approved the Claims Roster as presented. Approve Six-Month Performance Review and Extension of Probationary Period for Public Works Worker Miguel Souffront At its November 20, 2023, meeting, Council approved the hiring of Miguel Souffront as a Public Works Worker. Miguel began employment on December 4, 2023. According to the City’s Personnel Policy, all appointments for regular full-time employees were subject to a six-month training and evaluation probation period. Adoption of the Consent Agenda approved the six- month performance review and extension of the probationary period for an additional six months. Approve Six-Month Performance Review for Public Works Utility Lead Worker Richard Fox At its November 20, 2023, meeting, Council approved the hiring of Richard Fox as a Public Works Worker. Miguel began employment on December 11, 2023. According to the City’s Personnel Policy, all appointments for regular full-time employees were subject to a six-month training and evaluation period. Adoption of the Consent Agenda approved the six-month performance review and removal of probationary period for Public Works Utility Lead Worker Richard Fox. Approve Fireworks Permit for Good Neighbor Days on Saturday, June 8, 2024 The Hugo Lions Club had applied for a Fireworks Display Permit for fireworks on Saturday, June 8, 2024. The Lions had worked with PC Pyrotechnics, a licensed pyrotechnic operator, who will discharge fireworks on City owned property located north of the wellhouse adjacent to the northwest corner of St. John’s Cemetery. The Hugo Fire Department will have an apparatus on standby during the display. Fire Chief Jim Compton had reviewed the application and found it acceptable under the condition they meet the setback requirements of their State license. Adoption of the Consent Agenda approved the Fireworks Permit pending a site inspection by the Hugo Fire Chief and/or the Hugo Fire Marshal on the day of the event. Approve Resolution Approving PUD Amendment for Shores of Oneka Lake 4th Addition M/I Homes of Minneapolis/St. Paul, LLC. had requested an amendment to the PUD General Plan Council Meeting Minutes for May 20, 2024 Page 3 of 6 for “The Shores of Oneka Lake 4th Addition” to create 25 single-family detached lots, where 24 twin home lots were previously approved. Staff had reviewed the PUD Amendment request for consistency with the standards outlined in the City Code, found that the request met all standards, and recommended approval to the Planning Commission. At its May 9, 2024 meeting, the Planning Commission held a Public Hearing and considered the request. No one spoke at the Public Hearing. The Planning Commission unanimously voted to recommend that the City Council approve the PUD Amendment request, subject to the conditions in the resolution. Adoption of the Consent Agenda approved RESOLUTION 2024-19 APPROVING AN AMENDMENT TO THE PUD FOR M/I HOMES OF MINNEAPOLIS/ST. PAUL, LLC, FOR “THE SHORES OF ONEKA LAKE 4TH ADDITION” ON PROPERTY LOCATED NORTH AND EAST OF GOODVIEW TRAIL NORTH AND WEST AND SOUTH OF GOODVIEW AVENUE NORTH. Approve Resolutions Approving Final Plat and Development Agreement for Shores of Oneka Lake 4th M/I Homes had requested approval of a final plat and development agreement in order to plat 26 lots on an outlot in The Shores of Oneka Lake development. The lots met the minimum lot standards and requirements outlined in the regulations for The Shores of Oneka Lake PUD. Adoption of the Consent Agenda approved RESOLUTION 2024-20 APPROVING A FINAL PLAT AND DEVELOPMENT AGREEMENT FOR M/I HOMES OF MINNEAPOLIS/ST. PAUL, LLC, FOR THE SHORES OF ONEKA LAKE 4th ADDITION. Approve Resolution Approving Encroachment Agreement for 5413 Ferrara Avenue North Greg and Michelle Stream had requested an encroachment agreement to allow construction of a fence within a drainage and utility easement on property located at 5413 Ferrara Avenue North. The Senior Engineering Technician had reviewed the location of the fence and was comfortable with the request. Adoption of the Consent Agenda approved RESOLUTION 2024-21 APPROVING AN ENCROACHMENT AGREEMENT TO ALLOW CONSTRUCTION OF A FENCE WITHIN A DRAINAGE AND UTILITY EASEMENT ON THE PROPERTY LOCATED AT 5413 FERRARA AVENUE NORTH. Approve Purchase of New Playground Equipment for Diamond Point Park At the neighborhood meeting of May 15, 2024, the Parks Commission invited residents to select new playground equipment for Diamond Point Park. Diamond Point Park was identified as the neighborhood park to see improvements in 2024 in the Parks Capital Improvement Plan. Four designers presented proposals, and St. Croix Recreation was selected. The existing playground would be removed and replaced with new equipment in Summer 2024 in addition to other renovations at the park. The Parks Commission recommended approval of the purchase of playground equipment from St. Croix Recreation in the amount of $150,000. Adoption of the Consent Agenda approved the purchase of the equipment from St. Croix Recreation. Discussion on Moratorium on Solar Farms Recently the City Council discussed a Solar Farm Interim Use Permit (IUP) application and there were observations that a Solar Farm may not be appropriate in certain land use categories in the Council Meeting Minutes for May 20, 2024 Page 4 of 6 City because of issues related to compatibility and appearance. Community Development Director Rachel Juba provided background information. The City enacted an ordinance due to the legislature requiring Xcel Energy to buy electricity from solar farms in their distribution system. In 2023, because of community concerns, restrictions to solar farms on setbacks and landscaping had been added. There had been two applications, and staff received the same feedback on both of them regarding how they did not fit into the character of the area. Rachel indicated she was aware that other communities have the same issues. She recommended the City Council discuss whether to revise or add any regulation, restrictions, or prohibitions to the ordinance. If the City Council wanted to amend the Solar Farm ordinance, staff had drafted an interim ordinance placing a moratorium on new development of Solar Farms and direct a study to be conducted. Klein talked about having the same issues even after the ordinance was made more restrictive saying there would always be pushback with a visual changed. He questioned whether a moratorium and more restriction would make a difference. Petryk asked about residential solar panels. Rachel explained that accessory solar was allowed and would not be part of the moratorium. Rooftop solar panels and pole mounted panels were allowed to the same square footage as an accessory building, and permits were required. City Administrator Bryan Bear explained that changes to the ordinance were led by community opposition, and despite adding more restrictions, it didn’t change. Bear said the question should be asked whether there were locations in Hugo for these. Requirements could be changed, or solar farms could be prohibited completely. Any amendments to the ordinance would require a public hearing at the Planning Commission. Miron noted that one solar farm had been approved, and one denied. He said the common issue was the character piece and he would be ok with taking a pause and having more conversations. He said the ordinance was robust and restrictive, but the character piece needed more discussion. He suggested a joint workshop with the Planning Commission. Strub agreed with Miron and wondered how to quantify neighborhood character saying the last applicant had jumped through hoops but was denied because of a subjective issue. Petryk asked for clarification on where soar farms were allowed. Rachel replied they were allowed in Long Term Agriculture, Agricultural, Future Urban Services, and districts in floodplains or wetlands, and there was a limit of five acres in size. Petryk talked about the visual impact saying it would be difficult when you have people looking down. She agreed it would not hurt to take a pause. Klein talked about property owner’s rights and being allowed to put in a business that was conducive to the property. Klein said solar farms made sense in some instances, and he had no problem taking six months to review the ordinance. Miron said a six-month review was not a long time, and it would also protect potential applicants. Council Meeting Minutes for May 20, 2024 Page 5 of 6 Miron made motion, Petryk seconded, to approve ORDINANCE NO. 2024-530 AN INTERIM ORDINANCE PLACING A TEMPORARY MORATORIUM ON NEW DEVELOPMENT OF SOLAR FARM SOLAR ENERGY SYSTEMS AND DIRECTING A STUDY TO BE CONDUCTED. Strub questioned if there were any applicants. Rachel replied there was one, and they were aware of the potential moratorium. Roll call vote- Ayes: Miron, Petryk, Strub, Klein Nays: None Motion carried. Reminder – Nystrom & Associates Ribbon Cutting on Tuesday, May 21, 2024 City Administrator Bryan Bear reminded Council they had scheduled a meeting to attend the Ribbon Cutting event at Nystrom & Associates, 4638 Victor Path, Suite 900, on Tuesday, May 21 from noon – 1 p.m. Reminder - City Administrator’s Performance Review to Monday, June 3, 2024 City Administrator Bryan Bear reminded Council they had scheduled the City Administrator’s Performance Review for Monday, June 3 at 6 p.m., one hour prior to their regular meeting. Approve Closing City Hall and Public Works on Monday, July 5, 2024 According to the City’s Personnel Policy, each regular, full-time employee was allowed one day of their choosing as a personal holiday. City Administrator Bryan Bear informed Council that Staff had collectively requested to use their personal holiday on Friday, July 5, and requested Council close City Hall and Public Works on that date. Klein made motion, Petryk seconded, to close all City offices on July 5, 2024. All Ayes. Motion carried. Schedule Commissioner Interviews for July 8, 22, or 29, 2024 Staff had been soliciting applications to fill vacancies on the EDA, Parks Commission, and Historical Commission and recommended Council select a date on which to hold interviews. Petryk made motion, Strub seconded, to schedule commissioner interviews on Monday, July 22, 2024, at 7 p.m. All Ayes. Motion carried. Council Meeting Minutes for May 20, 2024 Page 6 of 6 Executive Session -White Bear Lake Homeowners Association Lawsuit City Attorney Dave Snyder explained that more than ten years ago, homeowners on White Bear Lake launched a lawsuit alleging the decreased elevation of the lake was due to municipal pumping. The City did not enter into litigation because the matter was viewed as best settled with other planning options. The lawsuit culminated around 2018 when the judge in the district court issued an order directing the DNR to make amendments to permits that govern municipal water use. Four conditions were placed on municipalities including a ban that would prohibit residential watering, if you were on a municipal water system, when the level of White Bear Lake dropped to 923.5 feet above sea level or below. He explained that many around the lake would not be subject to this ban they proposed to others, and the level of the lake was often lower than that and could stay that way for years. The City of Hugo had found the conditions to be onerous and challenged it. After five years of litigation, the judge issued his ruling on these conditions. Snyder recommended Council adjourn into Executive Session pursuant to Minnesota State Statute 13D.05 Subd. 3(b) to discuss the ruling and the City’s options for moving forward. Miron made motion, Strub seconded, to adjourn into Executive Session at 7:41 p.m. All Ayes. Motion carried. Miron made motion, Klein seconded, to enter back into regular session at 8:21 p.m. All Ayes. Motion carried. Snyder summarized the Executive Session saying the Council met with the City Administrator, City Attorney, and City Clerk in executive session under 13D.05 Subd. 3(b) to discuss pending litigation and receive attorney/client privileged information as it related to matters of amendments to various water appropriation permits, specifically the outdoor irrigation and water ban imposed upon the City of Hugo by residents of White Bear Lake. Council was not taking any action at this time, and further updates would be available as they develop. Adjournment Klein made motion, Strub seconded, to adjourn at 8:23 p.m. All Ayes. Motion carried. Respectfully Submitted, Michele Lindau, City Clerk MINUTES City Council-Nystrom Ribbon Cutting 4638 Victor Path, Suite 900 Tuesday, May 21, 2024 Noon-1 p.m. COUNCIL PRESENT: Klein, Miron, Petryk, Strub, Weidt COUNCIL ABSENT: None Council attended the Ribbon Cutting at Nystrom & Associates to learn about the new Hugo Clinic, meet the providers, and tour the new clinic. Respectfully Submitted, Bryan J. Bear City Administrator City of Hugo Claims June 3, 2024 G. 1 Vendor Invoice Amount Description Department Activate Canopy 5267 1,100.00$ Event Tent Fire Dept Allstream 20556218 115.61$ Fax Line Administration Amazon Capital Services 11H9-NHY9-LL91 6.82$ Vinyl Cutting Mats Public Works Amazon Capital Services 11H9-NHY9-LL91 8.84$ Note Pad Public Works Amazon Capital Services 11H9-NHY9-LL91 9.99$ Note Cards Fire Dept Amazon Capital Services 11H9-NHY9-LL91 107.28$ Reach Tools Parks Dept Amazon Capital Services 11H9-NHY9-LL91 219.99$ Vacuum (PPP) Parks Dept Amazon Capital Services 1HGQ-MD1P-CPV4 158.35$ Parts - Unit #122-24 Water & Sewer Amazon Capital Services 1HGQ-MD1P-CPV4 158.35$ Parts - Unit #123-24 Parks Dept Amazon Capital Services 1PWR-JJWJ-XGG7 37.99$ Rain Gauge Public Works Amazon Capital Services 1PWR-JJWJ-XGG7 39.99$ Copy Paper Public Works Amazon Capital Services 1PWR-JJWJ-XGG7 96.45$ Desk Organizers Fire Dept Amazon Capital Services 1PWR-JJWJ-XGG7 32.37$ Buoys (Water Rescue Supplies) Fire Dept Century Link 651 429-3212 72.35$ Fire Station Phone Lines Fire Dept Christmas Light Contractors USA D1079 2,037.91$ Holiday Lighting Supplies Fire Dept Cintas Corporation 5211973357 185.66$ First Aid Supplies Public Works Cintas Corporation 5211973357 58.29$ First Aid Supplies Gen Gov't Bldgs Comcast 5/12/2024 25.13$ Business Cable (thru June 21) Administration Comcast 5/18/2024 178.77$ Business Internet (thru June 27) Fire Dept Earl F. Andersen 0136067-IN 623.45$ Park Boundary Signs & Hardware (Irish Avenue Park) Parks Dept Earl F. Andersen 0136049-CM (134.39)$ Street Sign Plates (Recycling) Street Dept Electro Watchman Inc 423336 468.75$ Access Control System Support Various Electro Watchman Inc 424291 819.57$ Keypad Install - Access Control System (FH) Fire Dept Environmental Equipment & Services Inc 17379 1,000.00$ Tymco Street Sweeper Training - Garcia Street Dept Excel AV Group SI-154193 1,600.00$ Projector Screen Repair - Lions Park Pavilion Parks Dept Fol-Da-Tank LLC 142221 164.00$ Drop Tank Repair Kit Fire Dept Gene's Disposal Service Inc 503765 114.71$ May Waste Hauling - City Hall Gen Gov't Bldgs Gene's Disposal Service Inc 503765 243.85$ May Waste Hauling - Fire Station Fire Dept Gene's Disposal Service Inc 503765 947.95$ May Waste Hauling - PW Facility Public Works Gene's Disposal Service Inc 503765 239.49$ May Waste Hauling - Rice Lake Room Gen Gov't Bldgs Gene's Disposal Service Inc 503765 293.49$ May Waste Hauling - Lions Park Parks Dept Gene's Disposal Service Inc 503765 239.49$ May Waste Hauling - Hanifl Fields Parks Dept Hawkins Inc 6752046 4,740.57$ Water Chemicals Water Utility Hawkins Inc 6757014 20.00$ Water Chemicals (Cylinder Charge) Water Utility Hisdahl's Inc 17965 39.00$ Par Tags Fire Dept Hoistad, Joel CLAIM 85.00$ Building Official License Renewal Fee Building Inspections Hugo Equipment Company 199849 58.43$ Parts for Mowers Parks Dept Hugo Equipment Company 202628 87.57$ Parts for Mowers Parks Dept Hugo Equipment Company 203288 149.94$ Parts - Units #319-07 & #338-17 Parks Dept Hugo Equipment Company 203288 39.99$ Trimmer Line Parks Dept InnoGraphics Design Group 3852 645.00$ Spring Newsletter Design Misc Unallocated Innovative Office Solutions LLC IN4533392 55.08$ Binders, Clipboards, Notebooks & One Hole Punch Public Works Instrumental Research, Inc. 5538 120.00$ Water Bacteria Testing Water Utility Jefferson Fire & Safety Inc IN314451 451.68$ Fire Hoses Fire Dept Kath Fuel Oil Service Co. 12320094 6,876.73$ April Unleaded Gas & Diesel Purchases Various Knowlan's Super Markets Inc 1341 8.94$ Distilled Water Public Works Kompan Lets Play INV123119 165.46$ Playground Hardware - Arcand Park Parks Dept Leffler Printing Company Inc 22392 4,060.00$ Newsletter Printing Misc Unallocated Lincoln National Life Insurance Co. June 1,033.32$ Disability Premium Finance Dept Menards 33571 128.97$ Gas Cans (3) Parks Dept Menards 33571 37.62$ Pest Control Supplies Parks Dept Menards 33571 9.99$ Supplies Parks Dept Menards 34207 8.98$ Supplies - Tower No. 4 Water Utility Menards 34207 128.97$ Weeding Forks Parks Dept Menards 34207 119.99$ Tarp (Salt Shed) Public Works Menards 34207 53.92$ Raingarden Supplies Gen Gov't Bldgs Menards 34207 20.63$ Hardware Public Works Metro Chief Fire Officers Association Dues 100.00$ 2024 Membership Dues - Compton Jr. Fire Dept Minnesota Cleaning Services Inc 0624HH01 605.00$ May Cleaning Services Gen Gov't Bldgs Minnesota Cleaning Services Inc 0624HH02 100.00$ May Cleaning Services - Hanifl Parks Dept Minnesota Cleaning Services Inc 0624HH03 741.00$ May Cleaning Services - PW Facility Public Works Minnesota Cleaning Services Inc 0624HH03 450.00$ May Cleaning Services Fire Dept Minnesota Cleaning Services Inc 0624HH03 247.00$ May Cleaning Services - Rice Lake Room Gen Gov't Bldgs Minnesota Rural Water Association Registration 150.00$ Line Tracing Seminar Registration - Kieffer Water & Sewer MN City/County Management Assoc Dues 250.00$ MCMA Membership Dues - Bryan Bear Administration OPG-3 Inc 7872 205.00$ LF/Online Permitting - Deck Permit Application Building Inspections O'Reilly Auto Parts 5914-284864 4.94$ Parts - Unit #6101-38 Fire Dept O'Reilly Auto Parts 5914-285743 332.64$ Parts - Unit #6101-38 Fire Dept O'Reilly Auto Parts 5914-285743 (457.44)$ Parts - Unit #6101-38 (Returned) Fire Dept O'Reilly Auto Parts 5914-286610 4,999.95$ Autel MS909CV Scan Tool/Vehicle Diagnostic Tablet Public Works Pioneer Press 12628181 393.00$ 26 Week Subscription Ordinances/Proceedings Page 1 City of Hugo Claims June 3, 2024 G. 1 Vendor Invoice Amount Description Department Press Publications 804995 62.96$ Board of Zoning Public Hearing Notice Ordinances/Proceedings Ricoh USA, Inc 108281153 194.61$ June Copier Lease Payment Public Works SafeAssure Consultants Inc 3569 4,942.00$ Annual Safety Training Public Works Safe-Fast Inc INV290511 386.40$ Marking Paint Public Works Sam's Club 81055 214.30$ Fire Department Supplies Fire Dept Sensible Land Use Coalition 2745 48.00$ Meeting Registration - Juba Planning & Zoning Sensible Land Use Coalition 2745 48.00$ Meeting Registration - Denaway Parks Dept Sensible Land Use Coalition 2745 48.00$ Meeting Registration - Gort Planning & Zoning Signature Lighting Inc 1390 6,968.93$ Streetlight Repairs Street Dept Silver Star Industries Radco - Blaine BLN-73547-01 161.96$ Underseat Storage System - Unit #6109-24 Fire Dept SiteOne Landscape Supply LLC 141439541-001 245.00$ Backpack Sprayer (2) Parks Dept SiteOne Landscape Supply LLC 141439675-001 77.75$ Herbicide Parks Dept SiteOne Landscape Supply LLC 141876272-001 201.33$ Irrigation Hardware - Lions Pavilion Planters Parks Dept Tablet Command INV-1107 250.00$ Tablet Command License (May 1 thru Aug 31) Fire Dept TASC IN3088088 50.00$ June Cobra Administration Fee Finance Dept Terrys Repair Co 7465 70.53$ Parts - Unit #321-07 Parks Dept Terrys Repair Co 7465 70.53$ Parts - Unit #348-23 Parks Dept Total Control Systems Inc 11191 135.00$ Tech Labor - Lift Station No. 2 Sewer Utility Total Control Systems Inc 11191 475.20$ Tech Labor - Well No. 4 Water Utility Total Control Systems Inc 11191 9,621.85$ VFD Replacement - Well No. 4 Water Utility Twin City Garage Door Co Z274317 690.00$ Test Fire Shutters Gen Govt Bldgs UniFirst Corporation 1410040500 10.55$ Restroom Supplies & Floor Mat Services (CH) Gen Gov't Bldgs UniFirst Corporation 1410043220 10.55$ Restroom Supplies & Floor Mat Services (CH) Gen Gov't Bldgs UniFirst Corporation 1410046097 10.55$ Restroom Supplies & Floor Mat Services (CH) Gen Gov't Bldgs UniFirst Corporation 1410047542 12.80$ Restroom Supplies & Floor Mat Services (CH) Gen Gov't Bldgs UniFirst Corporation 1410048858 10.55$ Restroom Supplies & Floor Mat Services (CH) Gen Gov't Bldgs UniFirst Corporation 1410051558 10.55$ Restroom Supplies & Floor Mat Services (CH) Gen Gov't Bldgs UniFirst Corporation 1410054955 10.55$ Restroom Supplies & Floor Mat Services (CH) Gen Gov't Bldgs UniFirst Corporation 1410054956 159.58$ Uniforms, Supplies & Floor Mat Services (PW) Public Works UniFirst Corporation 1410058993 12.80$ Restroom Supplies & Floor Mat Services (CH) Gen Gov't Bldgs UniFirst Corporation 1410058994 158.53$ Uniforms, Supplies & Floor Mat Services (PW) Public Works UniFirst Corporation 1410060605 10.55$ Restroom Supplies & Floor Mat Services (CH) Gen Gov't Bldgs UniFirst Corporation 1410060606 256.53$ Uniforms, Supplies & Floor Mat Services (PW) Public Works US Bank Equipment Finance 528845001 616.90$ May Copier Service Payment Administration US Bank Equipment Finance 528845001 0.18$ Overage Charges (B&W) Administration US Bank Equipment Finance 528845001 127.74$ Overage Charges (Color) Administration Wex Bank 97010530 58.50$ Propane Fire Dept White Bear Locksmith 34508 18.00$ Keys - Tower No. 3 Water Utility White Bear Locksmith 34508 12.00$ Keys - RLC Gen Gov't Bldgs White Bear Locksmith 34508 12.00$ Keys - PW Public Works Xcel Energy 51-0013009096-8 458.19$ Water Tower No. 4 Electric Water Utility Xcel Energy 51-0013493712-0 537.03$ Lions Park Pavilion Electric Parks Dept Xcel Energy 51-0013493712-0 203.39$ Lions Park Pavilion Natural Gas Service Parks Dept Xcel Energy 51-0013971834-1 64.34$ 152nd Street Stop Light Street Dept Xcel Energy 51-0014152504-7 69.26$ Oneka Pkwy Stop Light Street Dept Xcel Energy 51-0014686426-3 42.60$ 159th Street Light Street Dept Olson Power & Equipment Inc P11828 211.90$ Parts - Unit #343-20E Parks Dept 66,605.84$ Total Claims for June 3, 2024 Page 2 MEMO To: Bryan Bear, City Administrator From: Jim Compton, Jr., Fire Chief Date: 5/23/2024 Subject: Fire Station Kitchen Project ________________________________________________________________________________________ Over the last several years the City of Hugo has been making updates to the fire station that was built in 1999, and our next upgrade is the kitchen. Included in the 2024 City of Hugo CIP is a kitchen remodel project at the fire station. We have decided to do the general contracting, demolition work, painting, and other miscellaneous work ourselves to save money on the project. We have solicited several quotes for different trades to do work on the cabinetry, finish carpentry work, flooring, and ventilation. We have reviewed all quotes and would like to move forward in approving companies that provided us with the lowest quote to start our project.  Ventilation of microwave: Kramer Mechanical Plumbing and Heating, $2,770.00.   Cabinets, countertops, and finished carpentry: Preferred Kitchens, $18,266.00 with plumbing  removed from bid.   Flooring: Albertson Construction, INC.: $2,500.00   Items bought and provided by the City of Hugo: Miscellaneous materials, paint, appliances, etc.  $7,000.00‐$10,000.00  o CIP expected expense: $30,536.00‐33,536.00   Fire Department Budget for Firefighters labor: $2,000.00‐$3,000 .00  o Total expected project price: $32,536.00‐36,536.00  I have discussed these results with the Finance Director, who has indicated that sufficient funding has been budgeted in the building maintenance fund for the contracted work. To keep in line with our plan to update the city’s 25-year-old fire station, it is my recommendation that we move forward with this project as proposed. Please place this on the June 3, 2024, City Council agenda for consideration. City of Hugo Fire Department 5323 140th Street North Hugo, Minnesota 55038 PH: (651) 762-6362 FAX: (651) 429-3212 SUMMARY ORDINANCE 2024-____ NOTICE: THIS PUBLISHED MATERIAL IS ONLY A SUMMARY OF AN ORDINANCE OF THE CODE OF ORDINANCES FOR THE CITY OF HUGO. THE FULL TEXT OF THE ORDINANCE IS AVAILABLE FOR PUBLIC INSPECTION AT THE HUGO CITY HALL DURING REGULAR BUSINESS HOURS. SUMMARY OF AN INTERIM ORDINANCE PLACING A TEMPORARY MORATORIUM ON NEW DEVELOPMENT OF SOLAR FARM SOLAR ENERGY SYSTEMS AND DIRECTING A STUDY TO BE CONDUCTED The City Council has passed an interim ordinance for a moratorium on solar farms that shall remain in effect until six (6) months from May 20, 2024. The City Council directs City staff to study the Solar Farm section of the ordinance to determine whether to revise or add any regulations, restrictions, or prohibitions including siting and location of use, performance standards, and screening of Solar Farms. Upon completion of the study, the City Council, together with such commission as the City Council deems appropriate, or as may be required by law, will consider the advisability of adopting new ordinances or amending its current ordinances. Please note this title and summary of this Ordinance clearly informs the public of the intent and affect of the Ordinance and conforms to Minn. Stat. § 412.191. This Ordinance shall be effective the date that it is published. The amended ordinance is available at City Hall for review. Passed and adopted by the City Council of the City of Hugo this 3rd day of June, 2024. ___________________________ Tom Weidt, Mayor Attest: __________________________ Michele Lindau, City Clerk G.11 Agenda Number: G.15 CITY OF HUGO PLANNING AND ZONING APPLICATION STAFF REPORT TO: Bryan Bear, City Administrator FROM: Max Gort, Associate Planner SUBJECT: Mary Ward – Encroachment agreement to allow a fence within a drainage and utility easement on property located at 15873 Ethan Trail North. DATE: May 30, 2024 for the City Council meeting of June 3, 2024 ZONING: Single-Family Detached Residential (R-3) LAND USE: Low Density Residential (LD) 60-DAY REVIEW DEADLINE: July 21, 2024 1.DESCRIPTION OF REQUEST: The applicant has requested an encroachment agreement to allow construction of a fence within a drainage and utility easement on property located at 15873 Ethan Trail North. The proposed alignment has the fence connecting two existing neighbors’ fences along the respective rear property lines, through a 10-foot wide easement across the rear of the property. The Senior Engineering Technician has reviewed the location of the fence and is comfortable with the request for an encroachment agreement. 2.CONCLUSION/RECOMMENDATION: Staff has reviewed the request and recommends that the City Council approve the encroachment agreement for the property located at 15873 Ethan Trail North. ATTACHMENTS: 1.Location Map 2.Encroachment Agreement Resolution 3.Encroachment Agreement 4.Site Plan RESOLUTION 2024-XX APPROVING AN ENCROACHMENT AGREEMENT TO ALLOW CONSTRUCTION OF A FENCE WITHIN A DRAINAGE AND UTILITY EASEMENT ON THE PROPERTY LOCATED AT 15873 ETHAN TRAIL NORTH WHEREAS, an application has been filed by Mary Ward that requests approval of an encroachment agreement to allow construction of a fence within a drainage and utility easement on the property located at 15873 Ethan Trail North, legally described as follows; Lot 4, Block 4, Prairie Village 3rd Addition, Meadows at Hugo, Washington County, Minnesota WHEREAS, the City Council has fully considered the request for the encroachment agreement. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the encroachment agreement on property located at 15873 Ethan Trail North. ADOPTED by the City Council this 3rd day of June, 2024. ________________________________________ Tom Weidt, Mayor ATTEST: _________________________________ Michele Lindau, City Clerk ENCROACHMENT AGREEMENT THIS AGREEMENT is made this 3rd day of June, 2024 by and between the CITY OF HUGO, a Minnesota municipality (hereinafter “City”) and, Mary Ward (hereinafter “Owner”), and their successors in title. WHEREAS, the City has an easement for drainage and utility purposes (the “Easement”) along the westerly, northerly, easterly, and southerly portion of the Owner’s property, which is legally described as: Lot 4, Block 4, Prairie Village 3rd Addition, Washington County, Minnesota; and, WHEREAS, Owner is desirous of constructing a fence partially within the easement area; and, WHERAS, the City will permit the placement of a fence in the area described herein subject to the terms and conditions hereof. NOW, THEREFORE, in consideration of the premises and for good and valuable consideration, the receipt of which is acknowledged, the City will permit the encroachment on its easement as set forth herein and subject to the conditions set forth below: 1. Owner and their successors in title may install and maintain a fence within the Easement, and the fence shall be constructed in accordance with the plans on file with the City of Hugo. 2. No plantings, trees, permanent improvements or structures other than the fence may be maintained or placed in the easement area. 3. Owner shall maintain the fence in good repair and shall not permit it to be expanded, lengthened or to impair the City’s easement or its rights thereunder in any respect. 4. The encroachment granted to Owner herein is subject to the existing easement rights of the City as granted in various easements. 5. The City will notify Owner if it requires removal or relocation of the fence or any part of it. Thereafter, Owner shall remove the fence according to the direction of the City and if Owner fails to do so, the City may enter upon the land and remove as much of the fence as required and cast it upon the adjoining lands. In such an event, the City shall not be liable to Owner for any costs, loss or damage whatsoever, and may assess the property for all of its costs incurred in removing the fence, and Owner waive all formalities, requirements and defenses arising from or relating to Minnesota Statutes Section 429 relating to or arising from the work done by the City. 6. To the fullest extent permitted by law, Owner agrees to release, defend, protect, indemnify, save and hold harmless the City, its agents, directors, employees, shareholders and contractors against any and all claims, costs and liabilities, including the costs of defense for damages, injury or death arising from or in any way connected to the installation, maintenance, repair, removal and/or presence of the fence, regardless of whether such harm is to Owner, the City, the employees or officers, guests or invitees of either or any other person or entity, except Owner shall not be liable under this paragraph for loss or damage to the extent resulting from the negligence of the indemnified parties. 7. The permission granted herein is limited exclusively to the proposed fence within the specified portion of the easement area of the City’s Easement. Owner shall not alter the grade or permit such alteration anywhere upon the land upon which the City has reserved its easement rights without proper express written consent of the City. 8. Owner shall, at all times, use their best efforts to conduct all of their activities on said Easement in such a manner as to not interfere with or impede the operation of the City’s Easement and related activities in any manner whatsoever, and shall follow the direction of the City. 9. This Agreement shall run with the land and inure to the benefit and be binding upon the parties hereto, their heirs, successors and assigns. 10. Owner shall be responsible for the costs of recording this Agreement with the Washington County Recorder. WHEREUPON, the parties have set their hands this day of , 2024. CITY OF HUGO By By Tom Weidt, Mayor Michele Lindau, City Clerk STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this _____ day of __________________, 2024, before me, a Notary Public, personally appeared TOM WEIDT and MICHELE LINDAU, of the City of Hugo, a Minnesota municipality within the State of Minnesota, and that said instrument was signed on behalf of the City of Hugo by the authority of the City Council of the City of Hugo, and TOM WEIDT and MICHELE LINDAU acknowledge said instrument to be the free act and deed of said City of Hugo. __________________________________________ Notary Public _____________________________________ Mary Ward, Owner STATE OF MINNESOTA ) ) ss. (Individual Notary) COUNTY OF WASHINGTON) On this _____ day of __________________, 2024, before me, a Notary Public, personally appeared Mary Ward, who signed the foregoing instrument and acknowledged said instrument to be their free act and deed. __________________________________________ Notary Public THIS INSTRUMENT DRAFTED BY: David K. Snyder Johnson & Turner, P.A. 56 East Broadway Avenue, Suite 206 Forest Lake, MN 55025 (651) 464-7292 Agenda Number G.16 CITY OF HUGO COMMUNITY DEVELOPMENT DEPARTMENT PLANNING AND ZONING APPLICATION STAFF REPORT TO: Bryan Bear, City Administrator FROM: Max Gort, Associate Planner SUBJECT: Michael and Lindsay Osterman, 12494 Goodview Avenue North – Variance request from the requirement for accessory buildings to be placed to the front of the principal building for the construction of a 3,000 square foot accessory building. DATE: May 30, 2024 for the City Council meeting of June 3, 2024 ZONING: Single-family detached residential (R-3) REVIEW DEADLINE: June 15, 2024 1. BOARD OF ZONING MEETING UPDATE: At its May 23, 2024 meeting, the Board of Zoning Appeals and Adjustments held a public hearing and considered the request. No one spoke at the public hearing. After considering the request, the Board determined that there are practical difficulties in meeting the ordinance standard due to the natural characteristics of the site. The Board voted unanimously to recommend approval of the variance request to the City Council. 2. DESCRIPTION OF REQUEST: The applicants are asking for a variance to construct a 3,000 square foot accessory building for the storage of vehicles. The requested variance is to allow for the accessory building to be placed in front of the principal building relative to the street, where placement behind the front of the principal building is required by ordinance. The property is approximately ten acres and is located within the Single-Family (R-3) zoning district. 3. LEVEL OF CITY DISCRETION IN DECISION-MAKING: The City’s discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Zoning Ordinance for a variance. The City has a Osterman Variance – 12494 Goodview Ave N Page 2 2 higher level of discretion with a variance because the burden of proof is on the applicant to show that they meet the standards in the ordinance. 4. ANALYSIS: A. Surrounding Land Use and Zoning The surrounding properties to the north, west, and south are zoned single-family (R-3) and are classified as Low Density Residential (LD) in the 2040 Land Use Plan. The surrounding properties to the east are zoned Rural Residential (RR) and are classified as Large Lot Residential (LL) in the 2040 Land Use Plan. The surrounding properties range from 10 to 80 acres in size and are occupied by residential homes and agricultural uses. 5. VARIANCE STANDARDS: The Board must review the requested variances with the standards outlined in Section 90-38 of the land use regulations. Staff used these standards to review the variance request and finds the following: (1) Law. The variance as requested is permissible by law. The proposed variance is permissible by law. (2) Practical Difficulties. The applicant for a variance shall establish that there are practical difficulties in complying with the provisions of the zoning regulations. The term “Practical Difficulties” as used in the granting of a variance means: a. Reasonable Use. The property owner proposes to use the property in a reasonable manner not permitted by the zoning ordinance and; Accessory buildings are allowed in the R-3 zoning district. The proposed location would be set back approximately 203 feet from the front property line to the east, and roughly 53 feet from the side property line to the north, meeting all setback requirements. There is an existing line of trees and vegetation that provide adequate screening from the road and the view of the principal building on the neighboring property to the north. The proposed variance is a reasonable use. b. Unique Circumstances. The plight of property owner is due to circumstances unique to the property not created by the landowner and; The property has a few unique features that limit the potential area for construction of an accessory building. There are approximately 6.66 acres of wetland in the rear of the property, reducing the amount of buildable area behind the front of the house. The remainder of the upland area to the northwest of the house has a downward slope, and construction of the building in this location would require significant grading, fill, and tree removal. The applicants’ septic system is located immediately in front of the house. Osterman Variance – 12494 Goodview Ave N Page 3 3 The proposed location is relatively flat and requires a minimal amount of tree removal. The request is due to unique circumstances of the property. c. Character of Neighborhood. The variance, if granted, will not alter the essential character of the neighborhood. The accessory building ordinance discourages having accessory buildings located in front of the house. While this property is located in the R-3 zoning district, it is surrounded by large lot parcels with accessory buildings, including some lots with accessory buildings placed in front of the house. The proposed location of the building is screened by existing trees both from the adjacent property to the north and the street, which does not create a visual disruption relative to the rest of the neighborhood. The requested variance will not alter the essential character of the neighborhood. It is in staff’s opinion that the proposed accessory building has practical difficulties in meeting the ordinance standard. (3) Spirit and Intent. The granting of the variance would be in keeping with the spirit and intent of this chapter and with the policies of the City’s Comprehensive Plan. The spirit and intent of the accessory building ordinance is to not have the accessory building dominate the look of the front of the house. However, the existing dense lines of trees provide adequate screening of the building from the road and property line. Additionally, the proposed location of the building is offset from the front of the house so as not to dominate the look of the property from the road. It is in staff’s opinion that the requested variance is keeping with the spirit and intent of the accessory building ordinance. (4) Prohibited Use. The variance, if granted, shall not have the effect of allowing any use prohibited in the district. Accessory buildings are permitted in the R-3 zoning district. (5) Hazard Consideration. The variance, if granted, shall not permit a lower degree of flood protection than required by this chapter. The variance shall be determined the minimum necessary, considering the flood hazard, to afford relief, and the variance shall not be issued within any designated regulatory floodway if any increase in flood levels during the base flood discharge would result. The property is not located within a FEMA designated floodplain. (6) Septic and Well Compliance. The sewage treatment system and water system of the subject property is in compliance with city and state codes. The property is served by a well and septic system. 6. CONCLUSION: Osterman Variance – 12494 Goodview Ave N Page 4 4 It in staff’s opinion that the applicant meets the requirements to approve a variance for a 3,000 square foot accessory building to be placed in front of the principal building. 7. STAFF RECOMMENDATION: Staff recommends approval of the variance request subject to the conditions in the resolution. 8. BOARD OF ZONING RECOMMENDATION: The Board voted unanimously to recommend that the City Council recommend the variance request, subject to the conditions in the resolution. ATTACHMENTS: 1. Location Map 2. Resolution 3. Site Plan RESOLUTION 2024-XX APPROVING A VARIANCE FROM THE ACCESSORY BUILDING PLACEMENT REQUIREMENT FOR PROPERTY LOCATED AT 12494 GOODVIEW AVENUE NORTH WHEREAS, Michael and Lindsay Osterman have requested approval of a variance to allow the proposed 3,000 square foot accessory building to be located in front of the principal building on the site, where location behind the principal building is required by City ordinance, on property legally described as follows: See Attached WHEREAS, the Board of Zoning Adjustments and Appeals has reviewed said variance at a duly called public hearing on May 23, 2024, and recommends approval with the following findings and conditions: 1. The proposed facilities shall be in adherence to the site plan dated April 4, 2024. 2. The proposed variance is permissible by law. 3. The existing mature trees will provide screening from the adjacent property and road, and the proposed location meets all setback requirements, establishing the accessory building as a reasonable use. 4. The property is constrained by wetland, sloping terrain, existing trees, and the location of the well and septic system. The proposed location prevents the applicant from needing to grade and removing a significant amount of existing trees, creating unique circumstances that are not created by the landowner. 5. The proposed location of the building is well screened by existing trees both from the adjacent property to the north and the street, which does not create a visual disruption relative to the adjacent properties and road. The requested variance will not alter the essential character of the neighborhood. 6. There are practical difficulties in meeting the ordinance standards. 7. The spirit and intent of the attached accessory building ordinance is to not have the accessory building dominate the look of the front of the house. However, the proposed location is offset from the front of the house by some distance and is screened by an existing dense row of trees. The variance as requested meets the spirit and intent of the ordinance. 8. The use is allowed in the R-3 zoning district. 9. The property is not located within a floodplain area. 10. The property is served by City sewer and water. Resolution 2024-XX Page 2 NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the variance request for Michael and Lindsay Osterman to construct a 3,000 square foot accessory building in front of the principal building, where a location behind the principal building is required by ordinance, for the property located at 12494 Goodview Avenue North. ADOPTED by the City Council this 3rd day of June, 2024. _______________________________ Tom Weidt, Mayor ATTEST: __________________________________ Michele Lindau, City Clerk N89°53'44"W 1316.80 S00°21'25"W 329.10S89°46'38"E 1317.17 N00°17'29"E 331.82OHEOHE OHE OHE OHE OHE OHE GOODVIEW AVE NOSTERMAN MICHAEL PID: 32.031.21.41.0001 : : : : 125TH AVE N W S S SLS E 929 928 927 930 931 932 932 933 934 935 936 937-929.25929.25-929.18929.18-929.65929.65-929.84929.84 -930.34930.34 -929.26929.26-928.69 9 2 8 . 6 9 CERTIFICATE OF SURVEY FILE NUMBER: CHECKED BY: DATE: SCALE: DRAWN BY: I HEREBY CERTIFY THAT THIS SURVEY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF DATE:LIC. NO. DATE AMENDMENTS PREPARED FOR:BY MIKE OSTERMAN MINNESOTA Kelly L. Jordan 04/04/2024 42648 March 2024 AS SHOWN JAS KLJ 2024-10565 © 2024 WIDSETH SMITH NOLTING & ASSOCIATES, INC. 0 SCALE ( IN FEET ) 80 160NORTH PROPERTY DESCRIPTION: (Warranty Deed Doc. No. 4390521) That part of the East Half of the Southeast Quarter of Section 32, Township 31, Range 21, lying North of the South 2310 feet, Washington County, Minnesota. SURVEY NOTES: 1.Orientation of this bearing system is based on the Washington County Coordinate System NAD83 (1996 adj.) 2.The property address is 12494 Goodview Ave N, Hugo, MN 55110. PID No. 32.031.21.41.0001 3.The area of the subject property is 435,205 Sq. Ft. or 10.0 Acres. 4.The property is zoned R-3 - Single Family Detached Residential (per City of Hugo zoning map) The building setbacks (per Hugo zoning ordinance section 90-98) Front : 30 feet Side : 10 feet Rear : 30 feet 5.This survey was completed without the benefit of a title commitment or opinion. There may be easements or other limiting factors not shown on this survey which affect the subject property. 6.There are wetlands on the property not shown, for the purposes of this survey drawing a delineation has not been completed. LEGEND BUILDING WALL HATCH BITUMINOUS SURFACE CONCRETE SURFACE GRAVEL SURFACE DENOTES A FOUND 1/2" IRON PIPE MONUMENT W/CAP NO. 6617 UNLESS OTHERWISE SHOWN E S W LS DENOTES A SET 1/2" OPEN IRON PIPE MONUMENT UNLESS OTHERWISE SHOWN ELEC POLE ELEC METER SANITARY LID WATER WELL LIFT STATION OHE OVERHEAD ELECTRIC BUILDING SETBACK LINE SECTION LINE QUARTER LINE DENOTES A FOUND WASHINGTON COUNTY SECTION CORNER MONUMENT Agenda Number G.18 CITY OF HUGO COMMUNITY DEVELOPMENT DEPARTMENT PLANNING AND ZONING APPLICATION STAFF REPORT TO: Bryan Bear, City Administrator FROM: Rachel Juba, Community Development Director SUBJECT: Liberty Classical Academy. Site plan and conditional use permit request for and approximately 33,500 square foot building addition and associated parking at 10158 122nd Street North. DATE: May 30, 2024, for the City Council meeting of June 3, 2024 ZONING: Hugo: Agricultural (AG) May Township: Rural Residential LAND USE: Hugo: Public/Quasi Public and Agricultural May Township: Rural Residential 60-DAY REVIEW DEADLINE: June 10, 2024 1. HUGO PLANNING COMMISSION MEETING UPDATE: At its May 9, 2024, meeting the Hugo Planning Commission held a public hearing and considered the request. There were several people at the meeting that spoke during the public hearing. The applicant addressed the Planning Commission at the meeting and discussed the building addition plans and improvements on the property. They noted that the school preK-12 is very small compared the surrounding school district. They stated they have goals for an additional building and facilities to accommodate preK – 12th grade, but are only asking approval for the building addition. They also stated they wanted to be good neighbors with the surrounding properties. There were several people that spoke about various concerns with the school. Most of the speakers stated they liked that it is a school, but even though they are only asking for a building addition they did not want it to be a larger school campus with preK-12. They stated that type of school does not fit in with the area. They felt the site was designed for their goal to have preK - 12th grade at the site with additional facilities. Liberty Classical Academy Site Plan and CUP Page 2 There were concerns about well interference and impacts to wells. Staff stated that the DNR is steward of the water resource and that the applicant has been in contact with the DNR on the proposed wells. The DNR has not expressed any concerns to staff or the applicant. The Department of Health issues the permit for well drilling and construction. The applicant does have to work with the DNR in order to construct the proposed wells. There were concerns with location and size of the septic system and impacts to the soil and water. The applicants representative/civil engineer stated that the system is required to be permitted by the Minnesota Pollution Control Agency and has much higher standards and regulations that an individual septic system. The system will need to meet of the requirements including testing least monthly and reported to the State. The applicants representative stated that the system is required to be over designed and system has a back-up in case of a failure. They also stated that ground water flows away from the lake. There were concerns about the stormwater pond location and size. The applicants representative/civil engineer stated the area with the stormwater pond the location that the site, and properties to the north, drain today. It is the low point of the property and that they are making sure the properties drain the same way. The size of the pond is for earthwork balance and for holding water for stormwater reuse for irrigation. There were concerns about lighting and the parking lot location. Staff recommended a revised lighting plan with reduced pole lights and timers/dimmers on the lights. A resident near the proposed parking area ask for it to be moved away from their property. There were concerns about the safety of the roads and the access location. The adjacent streets are County roads and are managed by the County. The applicant and staff has been working with Washington County over the last several months on access and road improvements. Washington County provided a comment letter that they are comfortable with the access location with the addition of improvements such as turn lanes. Washington County has stated that the County Roads can handle the additional traffic. There were several people that were in support of the school building addition. Most had kids or knew of kids/parents that were part of the school. Some live in the area and felt the school provided value to the area. Some stated that they understand the concerns with traffic, but the school will have a small amount of student compared to the surrounding schools. The Planning Commission discussed the building addition, lighting, parking lot location, and other aspects of the request. The Planning Commission unanimously recommended approval of the request with the following additional conditions: 1. The proposed parking lot be shifted to the north with additional landscaping around parking areas. 2. The lights shall have dimmers to reduce impact on the surrounding properties. 3. Staff to have another discussion with Washington County on access points. Liberty Classical Academy Site Plan and CUP Page 3 The applicant has been working on revisions to the plan to be reviewed and approved by staff. Staff meet with Washington County on Tuesday, May 21, 2024, to discuss the project and access points. They stated although an access on to 122nd Street/CR7 may be reasonable, the proposed access on County Road 57/Keller Avenue is also reasonable and safe. They have reviewed the traffic information and proposal from the applicant and they do not foresee a safety or traffic issue on Keller Avenue/CR 57 and 122nd Street/CR 7. The County roads have the capacity for additional traffic and with proposed improvements will be designed to be safer. The County looks at the area as a whole when reviewing the project and they do not see problem occurring regarding congestion or safety on the County Road systems with the building addition. The only improvements required for the building addition are a north bound right turn lane at the access point into the school property and a south bound right turn lane on Keller Avenue/CR57 to 122nd Street/CR7, both of which are the responsibility of the applicant to construct at their expense. 2. MAY TOWNSHIP PLANNING COMMISSION MEETING UPDATE: * to be updated after meeting on May 30, 2024 3. DESCRIPTION OF REQUEST: The applicant is seeking approval of a site plan and conditional use permit (CUP) for an approximately 33,500 square foot building addition to the existing school and associated parking on the property located at 10158 122nd Street North. The building addition includes classrooms, a gymnasium, and other learning spaces. There are stormwater management facilities and the septic system that are proposed to be located in May Township. The applicant is requesting a CUP in May Township for these associated services proposed to be located in May Township. Staff has been coordinating with May Township on the review of the requests in both communities. The request in May Township is for a CUP for accessory services for a school expansion for the septic system and stormwater management facilities. May Township Planning Commission will review this at its May 30, 2024, meeting. 4. BACKGROUND: The property was previously used as Withrow Elementary school in the Stillwater School District. The school was closed in 2018 and was vacant for a period of time. Liberty Classical Academy private school has purchased the property and has occupied it for the last few years. The school is currently used be used for their pre-k through 2nd grade education program. With the building addition the school have pre-k through 2nd grade and the high school students. The applicant has purchased additional property in Hugo and May Township. Staff understands from Liberty Classical Academy that there is a goal for a school campus at this location. The applicant has stated their desire to have elementary, middle and high school Liberty Classical Academy Site Plan and CUP Page 4 locations on the site. At this time, they are only requesting approval of the approximately 33,500 square foot addition, with parking, stormwater management, and septic system. There is an existing home and accessory buildings on the property. They are in a life estate/trustees deed to allow the existing house and accessory buildings to be used by the sellers children for a specified amount of time. This area will be remain as is. 5. CONTEXT: A. Surrounding Land Use and Zoning The properties to the north, west, and south are in Hugo and zoned Agricultural (AG) and are occupied by agricultural uses and homes. The properties to the east are in May Township and are occupied by agricultural uses and homes. B. Natural Characteristics of Site The property is Hugo is approximately 37 acres and consists of the existing elementary school and associated fields and parking. The property does not have wetlands on site. The property is May Township is approximately 45 acres and has a wetland along 122nd Street and a wetland in the northeast corner. 6. ANALYSIS: A. Level of City Discretion in Decision-Making The City’s discretion in approving or denying a site plan is limited to whether or not the proposed project complies with the Comprehensive Plan and Zoning Ordinance requirements. If it meets these standards, the City must then approve the site plan. The City’s discretion in approving or denying a conditional use permit is limited to whether or not the proposed application meets the standards outlined in the Zoning Ordinance. If it meets these standards, the City must approve the conditional use permit. B. Consistency with Ordinance Standards Conditional Use Permit Schools are allowed in the Agricultural (AG) zoning district as a conditional use. There are criteria that is evaluated for the conditional use permit and the applications meet the necessary criteria to approve a permit. Staff evaluated the project subject to the criteria below: Liberty Classical Academy Site Plan and CUP Page 5 A. The proposed use is permissible by law. The use is permissible by law. B. The proposed use is in keeping with the spirit and intent of this chapter. The spirit and intent of the ordinance is to allow a school in the Agricultural zoning district as a conditional use. The performance standards requires the school to have its principal entrance from a state highway, county road, or city collector street. The school’s principal access will be from County Road 57/Keller Avenue. The project meets the spirit and intent of the ordnance. C. The proposed use is compatible with the city's comprehensive plan, and the character of the surrounding area. The property is guided as Public/Quasi Public and Agricultural in the 2040 Comprehensive Plan. The types of development anticipated to be located in Public/Quasi Public include schools, libraries, community centers, places of worship, play fields, and parks. The types of development anticipated to be located in Agricultural include farms, horse stables and riding areas, livestock, such as cows and pigs, and open space. Schools are allowed in the Agricultural zoning district in the City Code. The location has been a school for several years. The applicant is requesting approval of an approximately 33,500 square foot addition. The total square footage is approximately 66,500 square feet, typical size of an elementary school. The applicant is preserving trees and providing transitions from property lines to the school. The school is compatible with the comprehensive plan and character of the surrounding areas. D. The proposed use has adequate drainage, water supply, electrical, gas, and sewage treatment facilities. The school will have adequate drainage, water supply, electrical, gas, and septic service. E. The proposed use has adequate road access, and does not reduce the safety or capacity of the public road system. Road access shall be no lower than the regional flood elevation. The access to the school will be from CR 57/Keller Avenue and is controlled and managed by Washington County. The applicant has been working with Washington County on the access location and intersection improvements that will include corresponding turn lanes. The school will have adequate road access. F. The technical evaluation of the floodplain, if required, accurately represents the conditions and boundaries of the floodplain area, as well as correctly represents the proposed use's impact on the floodplain. There is floodplain is located on the north east portion of the site and is not proposed to be impacted. Liberty Classical Academy Site Plan and CUP Page 6 G. The proposed use may not create a danger that materials may be swept onto other lands, or downstream to the injury of others, or block bridges, culverts, or other hydraulic structures. The use is not proposing to create dangers downstream or block bridges, culverts, or other hydraulic structures. H. The proposed use will not damage or reduce the benefits the public receives from public waters. The proposed use will not damage or reduce the benefits the public received from public waters. They are not proposing any impacts to wetlands or waterbodies. I. If located in the shoreland overlay district, the waterbody will be able to safely accommodate the number, type, and uses of the watercraft the project will generate. The proposed use is not proposing to have access to a waterbody. J. If located in the shoreland overlay district, all structures and facilities are screened from view from public waters. The building addition is not located in the shoreland overlay district. K. If the permit is to approve a wetlands replacement plan, the plan is in conformance with the rules of the state board of soil and water resources for such plans. The project is not proposing any wetland impacts. L. The applicant or operator shall obtain all necessary state and local permits for the conditional use. The applicant shall be responsible for all necessary state and local permits. M. The proposed use is adequately buffered and screened from noncompatible land uses and public rights-of-way School are allowed in the Agricultural zoning district and the Public/Quasi Public land use in the 2040 Comprehensive Plan. Staff is recommending additional landscaping around the parking area and along Keller Avenue. Site Plan Elementary School Addition The site consists of the school and gymnasium and is approximately 33,500 square feet. The applicant is proposing an approximately 33,500 square foot addition to the north side of the building. There will also be an addition to the existing parking lot on the east side of the building. The additional parking allowed for better circulation for drop-off and pick-up. The school does not have busing, and is currently parent drop-off and pick-up. Liberty Classical Academy Site Plan and CUP Page 7 In May Township the applicant is proposing stormwater management facilities and the new septic system for the existing school and building addition. Setbacks All setback requirements have been met with this application. Streets and Access The property is located on County Road 57/Keller Avenue and County Road 7/122nd Street. The existing access points on County Road 7/122nd Street. Washington County requires specific spacing between access points and requirements road improvements, such as turn lanes, when vehicle trips reach certain thresholds. Since there is not enough room for the road improvements to be built with the existing access point spacing they will be closed, with one access remaining for emergency purposes only. The new access to the property is located on County Road 57/Keller Avenue. In working with Washington County the applicant proposed this location to meet the intent for spacing and road improvement requirements. There is a north bound right turn lane proposed into the school property as well. The plans propose a south bound right turn lane from County Road 57/Keller Avenue to County Road 7/122nd Street. There is an existing 50 foot Washington County road easement on the west side of the center line of County Road 57/Keller Avenue. The improvements are required to be constructed and paid for by the applicant. The easement is new information from Washington County and has not been updated in the comment letter they provided. Washington County stated that proposed access on County Road 57/Keller Avenue is reasonable and safe. They have reviewed the traffic information and proposal from the applicant and they do not foresee a safety or traffic issue on Keller Avenue/CR 57 and 122nd Street/CR 7. The County roads have the capacity for additional traffic and with proposed improvements will be designed to be safer. The County looks at the area as a whole when reviewing the project and they do not see problem occurring regarding congestion or safety on the County Road systems with the building addition. The septic system is located in May Township and there is an access driveway shown on County Road 7/122nd Street for maintenance access. No turn lanes will be required at this location and will be gated. The applicant will need to obtain an access permit from Washington County for the access points and improvements. Liberty Classical Academy Site Plan and CUP Page 8 Parking The City ordinance requires one parking space per classroom plus one parking space for each 100 students for the elementary schools and middle schools area and 1 parking space per class room plus one parking space for each 4 students. Special event space, like gymnasiums are calculated separately at one parking space per 3 seats, based on capacity size per building code requirements. The required amount of parking for the site is 264 parking spaces. The plans show 205 parking spaces. The applicant has plenty of space to include additional parking, however, staff believes the amount of parking is adequate for the school. Staff recommends the applicant revise the plans to show proof of parking, that would be constructed at any time deemed necessity by the City. The main parking area is at the east side of the building designed as a driveway/drop-off area to access the main entrance of the building. Sidewalks/Trails There are not trails along the adjacent County Roads. The sidewalks proposed within the site are provided by the school. Landscaping The City ordinance requires 55 deciduous share trees, 28 coniferous trees, 28 ornamental trees, and 183 shrubs. The landscape plan meets the ordinance standard with multiple varieties of trees and shrubs on the site. Staff recommends the landscape be revised to include additional landscaping around the parking areas and driveways and to the east of the building along County Road 57/Keller Avenue. It is also unclear if the existing trees will remain along County Road 57/Keller Avenue, staff recommends that they be preserved to the best they can. Staff continue to work with the applicant on the revised landscape plan to be reviewed and approved by staff. Lighting The applicant has provided a lighting plan for review. Generally the plan meets the ordinance standards, however, in order to reduce the impact on the surrounding properties staff recommends that some of the pole lights be removed or relocated. Staff is also recommending timers and dimmers on the lights. This is a condition of approval. Building Materials and Architecture The building materials for the school addition consist of brick, precast stone, textured precast panel walls, and lap siding that resembles wood. These materials are consistent with the existing materials on the building. There will be vertical and horizontal changes in materials. The existing Liberty Classical Academy Site Plan and CUP Page 9 building has some materials that are hard to match exactly, however the applicant has done a good job finding cohesive materials and colors to best match into the existing building. The building is one story and designed similar to the existing building. The building addition roof lines will be a staggered flat roof line design with varied undulations in the façades to break up the building walls. The applicant has created defined entrances with different roof heights and vertical mix of building materials. A majority of the building height will be 18 feet, except the gymnasium area that is 31.5 feet. The maximum building height is 35 feet in the AG zoning district. There will be small 1,200 square foot building for the controls for the septic system in May Township. It will be built with materials consistent with the proposed addition. Drainage and Grading The site is within the Brown’s Creek Watershed District (BCWD), which reviews and approves grading and drainage, and will be required to get a permit from the BCWD. Conditional approval of the permit is anticipated at the June 15th BCWD Board Meeting. The applicant has been working with BCWD and City on the plans. The City is reviewing for all requirements more different or stringent than the BCWD standards. The plans show a stormwater facility on the southwest area of the parcel in May Township. The applicant is proposing to irrigate the green space on the property with stormwater use from the proposed pond. Grading is proposed to be completed for the entire property for site balance and to ensure there is enough water to the pond for stormwater reuse for the school. Utilities Existing building and addition of the school will be served by well water. The Applicant has worked with a consultant on permitting these wells through the Minnesota Department of Natural Resources and the Department of Health. The property is located outside of Hugo’s Municipal Urban Service Area (MUSA) and the site therefore requires an a septic system. Due to the size of the septic system, the Minnesota Pollution Control Agency (MPCA) is required to permit the system. Staff has been in contact with the MPCA and they have stated from the plans they have the system and design look feasible. However, it is a long process for review and approval with the MPCA. It is anticipated that the MPCA review, including the public comment period, could be completed by October 2024. The septic system is located in May Township and there is an access driveway shown on County Road 7/122nd Street for maintenance access. Liberty Classical Academy Site Plan and CUP Page 10 The addition to the school is located where the existing septic area is located. Interim sewer facility planning will be required to be provided for review until such time the septic system is permitted and constructed. 7. CONCLUSION/ STAFF RECOMMENDATION: This request is for the 33,500 square foot building addition to the existing school and associated parking lot. It is in staff’s opinion that the proposed school addition meets the criteria for approval for a site plan and CUP and meets the ordinance standards in the City Code. Staff recommends approval of the site plan and CUP request submitted by Liberty Classical Academy for the property located at 10158 122nd Street North, subject to the conditions listed in the resolution. 8. HUGO PLANNING COMMISSION RECOMMENDATION: The Planning Commission discussed the building addition, lighting, parking lot location, and other aspects of the request. The Planning Commission unanimously recommended approval of the request with the following additional conditions: 4. The proposed parking lot be shifted to the north with additional landscaping around parking areas. 5. The lights shall have dimmers to reduce impact on the surrounding properties. 6. Staff to have another discussion with Washington County on access points. ATTACHMENTS: 1. Location Map 2. Approving Resolution 3. Draft CUP 4. DRAFT Development Agreement 5. Engineer Memo Dated May 6, 2024 6. Washington County letter Dated April 23, 2024 7. Applicant Narrative 8. Site Plan Submittal with Building Elevations 9. Public Comment Letters and Emails Hugo May Township May 6, 2024 Map Powered By Datafi ± 1 in = 645 Ft Liberty Classical Academy Parcels City Mask RESOLUTION 2024- APPROVING A SITE PLAN, CONDITIONAL USE PERMIT, AND DEVELOPMENT AGREEMENT FOR LIBERTY CLASSICAL ACADEMY SCHOOL TO ALLOW AN ADDITION ON THE EXISTING SCHOOL LOCATED AT 10158 122ND STREET NORTH WHEREAS, Liberty Classical Academy has requested approval of a site plan and conditional use permit (CUP) for an approximately 33,500 square foot addition and additional parking to be constructed on to the existing school on property located at 10158 122nd Street North that is legally described as follows: See attached. WHEREAS, the Planning Commission has reviewed said site plan and CUP on May 9, 2024, and recommends approval subject to the conditions listed in this resolution. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the site plan and CUP for Liberty Classical Academy with the following findings and conditions: Findings: 1. The use is permissible by law. 2. The spirit and intent of the ordinance is to allow a school in the AG zoning district as a conditional use. The performance standards requires the school to have its principal entrance from a state highway, county road, or city collector street. The school’s principal access will be from County Road 57/Keller Avenue. The project meets the spirit and intent of the ordnance. 3. The property is guided as Public/Quasi Public and Agricultural in the 2040 Comprehensive Plan. The types of development anticipated to be located in Public/Quasi Public include schools, libraries, community centers, places of worship, play fields, and parks. The types of development anticipated to be located in Agricultural include farms, horse stables and riding areas, livestock, such as cows and pigs, and open space. 4. School are allowed in the Agricultural zoning district and the Public/Quasi Public land use in the 2040 Comprehensive Plan. The location has been a school for several years. The applicant is requesting approval of an approximately 33,500 square foot addition. The total square footage is approximately 66,500 square feet, typical size of an elementary school. The applicant is preserving trees and providing transitions from property lines to the school. The school is compatible with the comprehensive plan and character of the surrounding areas. 5. The school will have adequate drainage, water supply, electrical, gas, and septic service. Resolution 2024-_____ Page 2 6. The access to the school will be from CR 57/Keller Avenue and is controlled and managed by Washington County. The applicant has been working with Washington County on the access location and intersection improvements that will include corresponding turn lanes. The school has adequate road access. 7. There is floodplain is located on the north east portion of the site and is not proposed to be impacted. 8. The use is not proposing to create dangers downstream or block bridges, culverts, or other hydraulic structures. 9. The proposed use will not damage or reduce the benefits the public received from public waters. They are not proposing any impacts to wetlands or water bodies. 10. The proposed use is not proposing to have access to a waterbody. 11. The building addition is not located in the shoreland overlay district. 12. The project is not proposing any wetland impacts. Conditions: 1. A site plan is approved to allow construction of an approximately 33,500 square foot square foot addition with the plans dated March 6, 2024, March 29, 2024, and April 29, 2024. 2. The applicant shall obtain all necessary local, state, and federal permits. 3. The site plan and CUP is subject to approval by May Township for the stormwater facilities and septic system located on May Township. If not approved, the plan will need to be revised to relocate the stormwater facilities and septic system. The plans shall be reviewed and approved by the City. 4. The applicant shall preserve as many trees along County Road 57/Keller Avenue as they can. The applicant shall include additional landscaping around the parking areas and along Keller Avenue. The landscape plan shall be reviewed and approved by staff. 5. The plans shall be revised to show proof of parking. The parking shall be constructed at any time deemed necessity by the City. The revised plan shall be reviewed and approved by staff. 6. The plans shall be revised to move the new proposed parking area to the north. The plan shall be reviewed and approved by staff. Resolution 2024-_____ Page 3 7. The applicant shall enter into a development agreement with the City including financial securities for the public improvements required. Prior to Grading Approval: 8. All items on the Engineer’s memo and “red-line” detailed engineering comments that have been sent directly to the applicant’s engineer dated May 6, 2024, shall be addressed. 9. The applicant shall obtain a Notice of Decision from the Technical Evaluation Panel (TEP) for wetland modification. 10. The applicant shall obtain approved plans and permit from the City of Hugo as approved by the City Engineer. 11. The applicant shall obtain approved plans and permit from Browns Creek Watershed District. 12. The applicant shall obtain approved plans and permit from the Minnesota Pollution Control Agency for the septic system. 13. The applicant shall obtain applicable approved plans and permit from the Minnesota Department of Natural Resources and Department of Health for the wells. Prior to Building Permit Approval: 14. The applicant shall obtain approved plans and permits from Washington County for the accesses and required improvements to CR 57 and CR 7. Required easements shall be dedicated for right-of-way for CR 57 and CR 7. 15. A final lighting plan shall be reviewed and approved by staff. 16. The building materials shall be reviewed and approved by staff. 17. A development agreement shall be executed and recorded against the property. All fees in the development agreement shall be paid. Prior to issuance of a Certificate of Occupancy: 18. All required road improvements shall be complete and functioning on CR 57 and CR 7. 19. Drainage and utility easements shall be dedicated to the City over the stormwater management facilities and applicable utilities. Resolution 2024-_____ Page 4 ADOPTED by the City Council this 3rd day of June, 2024 _______________________________ Tom Weidt, Mayor ATTEST: __________________________________ Michele Lindau, City Clerk CITY OF HUGO CONDITIONAL USE PERMIT DATE OF APPROVAL: ADDRESS FOR WHICH CUP IS GRANTED: 10158 122nd Street LEGAL DESCRIPTION: See Attached (Exhibit A) OWNER: ZONING DISTRICT: Restricted Industrial (RI-1) THIS CUP ALLOWS FOR THE FOLLOWING: An approximately 66,500 square foot school with associated parking lot, all in accordance with the attached site plan (Exhibit B) THIS CONDITIONAL USE PERMIT IS APPROVED SUBJECT TO COMPLIANCE WITH THE FOLLOWING SPECIAL CONDITIONS: 1. The total square footage of the school shall be approximately 66,500 square feet. 2. The property is subject to a development agreement and Resolution 2024-___ in the City of Hugo and Resolution 2024-____ in May Township. Prior to Grading Approval: 3. All items on the Engineer’s memo and “red-line” detailed engineering comments that have been sent directly to the applicant’s engineer dated May 6, 2024, shall be addressed. 4. The applicant shall obtain a Notice of Decision from the Technical Evaluation Panel (TEP) for wetland modification. 5. The applicant shall obtain approved plans and permit from the City of Hugo as approved by the City Engineer. 6. The applicant shall obtain approved plans and permit from Browns Creek Watershed District. 7. The applicant shall obtain approved plans and permit from the Minnesota Pollution Control Agency for the septic system. 8. The applicant shall obtain approved plans and permit from the Minnesota Department of Natural Resources for the wells. Prior to Building Permit Approval: 9. The applicant shall obtain approved plans and permits from Washington County for the accesses and required improvements to CR 57 and CR 7. 10. A final lighting plan shall be reviewed and approved by staff. 11. The building materials shall be reviewed and approved by staff. Prior to issuance of a Certificate of Occupancy: 12. All required road improvements shall be complete and functioning on CR 57 and CR 7. 13. Drainage and utility easements shall be dedicated to the City over the stormwater management facilities and applicable utilities. 14. A maintenance agreement for the stormwater management facilities shall be recorded against the property. Dated: _____________, 20__. ___________________________________ _______________________ _______________________ } SS. STATE OF MINNESOTA COUNTY OF ____________ On this ____ day of ___________, 20__, before me, a Notary Public within and for said County, personally appeared _________________, __________________, to me known as the person described in and who executed the foregoing instrument, who stated that they are the owners of the property this permit applies to, and acknowledged that they executed the same as their free act and deed. ______________________________ Notary Public ______________________________ Tom Weidt, Mayor STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this _____ day of __________________, 2024, before me, a Notary Public, personally appeared Tom Weidt, Mayor of the City of Hugo, a Minnesota municipality within the State of Minnesota, and that said instrument was signed on behalf of the City of Hugo by the authority of the City Council of the City of Hugo, and Tom Weidt, mayor, acknowledge said instrument to be the free act and deed of said City of Hugo. __________________________________________ Notary Public This document was drafted by: Hugo City Council 14669 Fitzgerald Ave N Hugo, MN 55038 Return To: City of Hugo 14669 Fitzgerald Ave N Hugo, MN 55038 CITY OF HUGO WASHINGTON COUNTY, MINNESOTA DEVELOPMENT AGREEMENT Liberty Classical Academy THIS AGREEMENT, made and entered into this _____ day of _______________, 20___ by and between the CITY OF HUGO, a Minnesota municipality organized under the laws of the State of Minnesota (hereinafter referred to as "City"); and Liberty Classical Academy, a___________________ (hereinafter referred to as "Developer"). WITNESS: Liberty Classical Academy 2 WHEREAS, the City Council of the City has, by Resolution Number 2024-___ and on June 3, 2024, approved the site plan and conditional use permit for the Liberty Classical Academy building addition ; and, WHEREAS, the developer has proposed a development of an approximately _______ acre parcel of land for an approximately ____________ square foot school; and, WHEREAS, it is the policy of the City to enter into development contracts as contemplated in Minnesota Statutes §462.358, Subd. 2(a); and, WHEREAS, the parties hereto desire to set forth their respective rights and obligations of the parties to this Agreement. NOW, THEREFORE, in consideration of the premises and of the mutual promises and conditions contained herein, it is agreed by the parties hereto as follows: A. GENERAL ENGINEERING CONDITIONS; 1. Escrow for City Costs and Fees. Developer shall, contemporaneously with the execution of this Agreement, deposit with the City an escrow as outlined in Exhibit C to cover the cost of legal fees, engineering and construction observation fees, administrative expenses, and other costs related to this Project. All fees and costs incurred by the City in connection with the Project shall be charged against said escrow account which shall remain in effect until the expiration of the warranty period for the Project, as defined in paragraph 7, in all events said fees and costs shall be the responsibility of the Developer and shall be paid on demand. Any funds remaining in the escrow account after the completion of the warranty period shall be refunded to the Developer. In the event that the escrow account herein is depleted, Developer agrees to post additional funds to replenish the account and to cover projected City costs. Specifically, Developer agrees that the escrow account shall maintain a balance of no less than $5,000.00. Developer shall be entitled, upon request, to an itemized statement of all costs and fees charged against this escrow account. 2. Development Plans. In accordance with the policies and ordinances of the City, and subject to all City resolutions and approvals in connection herewith, the Developer shall grade the site and construct all public streets, utility, and storm drainage improvements (hereinafter referred to as the "Improvements"). All Improvements shall be constructed and installed pursuant to the terms and conditions herein set forth in accordance with the plans approved and listed on Exhibit A, subject to all City resolutions and approvals listed in Exhibit B, subject to final approval by the City, and in accordance with City standards and requirements including those listed herein. Liberty Classical Academy 3 In addition, all public street, utility, and storm drainage improvements shall comply with the City’s adopted specification book and the reasonable direction of City staff. All Improvements in the Washington County right of way shall be subject to review and approval by Washington County. 3. Authorization to Proceed with Construction. Developer agrees not to commence any grading, utility or street work within the Project until the following are completed: 1) Construction plans are approved by the City and distributed. 2) Construction plans are approved by Washington County and distributed. 2) Pre-construction conference is held. 3) Notice to Proceed is issued. 4. Construction Observation. The City, for its benefit, will provide staff of its choosing to provide construction observation for the Improvements outlined in this Agreement. All costs associated with construction observation and inspection will be the responsibility of the Developer. The Developer shall allow City staff and City consultants access to the Project to allow for this work to occur. 5. Miscellaneous Requirements. a) Property Corners: All property corners as identified on the Project must be monumented with iron surveyor's pipes by the Developer prior to final project acceptance, as defined in paragraph 7 of this Agreement. b) Drainage Easements: Drainage easements shall be dedicated on the Project so as to cover any wetlands and stormwater ponding areas located below the 100-year high water levels. c) Soils Testing: Soils inspection and compaction testing by a registered professional engineer shall be accomplished on all lots where filling is required, in accordance with the approved Grading, Drainage, and Erosion Control Plan. A minimum of one (1) compaction test for all developed lots shall be obtained for every two (2) foot increment of fill that is placed. A summary of all inspections and compaction tests for all developed lots shall be provided to the City upon completion of the grading and shall be provided for a respective lot prior to the issuance of a building permit for such lot. d) Private Utilities: All private utilities that are installed, including electricity, telephone, natural gas and cable television, shall be installed underground. e) Mailboxes: Developer shall coordinate mailbox locations with the United States Postal Service. f) Working Hours: Construction activity, including equipment startup and fueling, can only occur between the hours of 7:00 a.m. and 7:00 p.m. Monday through Liberty Classical Academy 4 Friday; 8:00 a.m. and 5:00 p.m. on Saturdays; at no time on Sundays or holidays. g) Street Sweeping: Developer shall sweep and/or otherwise clean all streets, as needed, within and adjacent to the Development property as a result of construction activities associated with the Project until final acceptance of the Improvements. If the streets are not maintained in a manner acceptable to the City, after reasonable notice to the Developer the City will arrange for the street sweeping at Developer’s cost. 6. Project Completion: The Improvements listed herein on Exhibit A, including street, sanitary sewer, storm sewer, and municipal water, shall be completed subject to the approval of the City in accordance with the approved plans. All Improvements shall be substantially completed to the reasonable satisfaction and approval of the City within twenty four (24) months of the execution of this Agreement. Substantial completion shall consist of all work with the exception of placement of the bituminous wear course and completion of the final punchlist. The Developer shall be excused from the strict completion date set forth herein if written notice is received from the Developer of the existence of causes over which the Developer has no control which will delay the completion of the work and approved in writing by the City. In that event, the City may extend the date or dates herein specified. 7. Project Acceptance: Final project acceptance will be considered by the City Council once the following have been completed: (a) All Improvements are installed according to the approved plans. (b) All punchlist items are completed. (c) All Record Drawing information has been provided to the City to its satisfaction. (d) Escrow account for City costs and fees is current in accordance with the provisions of this Agreement. (e) The City receives confirmation via lien waivers that contractors or other parties have been paid for the work completed. (f) The City receives a written request from the Developer to accept the Improvements. 8. Record Drawing Requirements and Engineer’s Certification. Following completion of all development activities and prior to the release of security and acceptance of Improvements, the Developer and/or their assignee shall provide to the City "as-built" plans for the Improvements listed on Exhibit A. This information shall be provided to the City in the following formats: (a) Individual Adobe.pdf (or approved equivalent) for all plan sheets and the final project. Liberty Classical Academy 5 Individual Adobe.pdf of all Record Drawings shall include the following information: (a) All bench marks shown on plans (bench marks shall be top nut of hydrants). (b) Swing ties to all gate valves shown on plans (ties should be to manholes, catch basins, hydrants or other permanent objects. (c) Swing ties to curb stops shown on plans (ties should be to manholes, catch basins, hydrants, property corners or other permanent objects). (d) Top of casting and invert elevation for all structures. (e) All pipe sizes, material type, pipe classification, grades and lengths (f) All horizontal and vertical curve data in the appropriate location on the plans. (g) Televised report of the sanitary sewer with videotape. (h) Swing ties to any manhole or catch basin outside the roadway area. (i) A text file including the x, y and z coordinates (based on Washington County’s coordinate system) for the following: 1. All curb stops 2. All hydrants 3. All gate valves 4. All manholes located outside of the roadway (j) As-built drawings of the grading on site. 9. Construction Warranty and Financing of Improvements. The Developer agrees to construct the Improvements described herein at its own expense and in accordance with City and or Washington County specifications. The Developer shall engage at its own expense a registered, professional civil engineer to prepare plans and specifications for the Improvements and shall submit the same to the City for review and approval. The Developer represents and warrants that all of the Improvements made as a part of this development shall be guaranteed to be properly functioning as designed for a period of not less than one (1) year following acceptance of the entire project by the City. In the case of any material or labor that is supplied and that is reasonably rejected by the City as defective or unsuitable, then the rejected materials shall be removed and replaced with approved material, and the rejected labor shall be done anew to the reasonable satisfaction and approval of the City at the sole cost and expense of the Developer. In any event, none of the warranty periods expressed herein shall begin to run until all of the Improvements within the Project have been approved and accepted by the City. The Developer’s engineer shall certify that grading within the project was completed in accordance with the approved Grading, Drainage and Erosion Control Plan before the City issues any building permits. The Developer shall remain ultimately responsible for accurate shall correct any deficiencies in grading that may be discovered until the certificate of occupancy is issued or the developer is released from its obligation under this Agreement as outlined in paragraph 7 above. Liberty Classical Academy 6 10. Signs. The Developer shall prepare a plan for all regulatory, directional and street name signs to be within the Project. The plan shall be reviewed and approved by the City’s public works department. Upon plan approval, the City’s public works department shall install all public signage within the Project. The installation of all private signage shall be the responsibility of the Developer. All costs related to the installation of public signage shall be the responsibility of the Developer and will be deducted from the Developer’s escrow account. The Developer shall post funds as outlined in Exhibit C prior to the City’s public works department beginning the installation. 11. Drainage Easements. a) Work within Easements: No improvements, landscaping, or grading, other than Improvements shown on the approved plans, shall be permitted in dedicated drainage easements without the prior written permission of the City and any regulatory agency having jurisdiction. b) Maintenance Responsibilities: The Developer and its successors in interest, shall be responsible for routine maintenance of all storm water management ponds, wetlands, and drainage areas within easements dedicated to the City on their property. Routine maintenance shall include litter removal, mowing and maintenance of the property adjacent to pond or wetland areas. In the case of drainage swales, routine maintenance includes the removal of obstructions from the swale as necessary to maintain proper drainage in addition to the aforementioned items. The Developer shall be responsible for non-routine maintenance of storm water ponds within the easements, including pond dredging, maintenance of the storm water inlet(s) and outlet(s) pipes, and erosion control at outlet and inlet locations. Such maintenance shall be completed as deemed necessary by the City. 12. Wetland Signage: Permanent signage shall be placed along wetland edges as outlined in the City’s General Specification and Standard Details Manual or approved equal by the City. 13. Lowest Floor Elevations. All minimum floor elevations shall comply with Section 90-171 of the Hugo Zoning Ordinance, the City’s Comprehensive Stormwater Management Plan, or the approved Grading, Drainage, and Erosion Control Plan, whichever is more restrictive. Except as may be specifically allowed under Exhibit A, no building shall be constructed on any of the lots herein unless the lowest floor elevation is at least three (3) feet above the 100-year flood elevation or four (4) feet above the high groundwater elevation, whichever is greater, for the subject property. Additionally, the lowest floor elevation shall be specifically referenced and designated, for each lot, on a certificate of survey, which survey shall be provided to the City before any building permits are issued for any lots within the Project. Liberty Classical Academy 7 14. Landscaping. All disturbed areas within the project shall be landscaped in accordance with the approved landscape plans, the City ordinances, and the City’s General Specification and Standard Details Manual. All landscaping shall be complete, established and growing within sixty (60) days of issuance of a Certificate of Occupancy, except that, if the certificate of occupancy is issued between the dates of October 1 and May 1, then the landscaping required herein shall be complete, established and growing no later than July 1. All landscaped areas shall be tilled or otherwise worked mechanically in order to loosen compacted soils and shall contain at least four (4) inches of black dirt containing no more than 35% sand, unless specific arrangements are made and agreed to by the City. All landscaping installed within the Project shall be maintained by the Developer and its successors. All areas, other than proposed street areas, disturbed by grading activities on the site shall be seeded. Seeding shall be immediate upon completion of grading activities or as directed by the City Engineer. Seeding shall be completed as follows: a) All areas shall be restored with a minimum of four (4) inches of adequate topsoil prior to seeding. b) Upland areas shall be seeded in accordance with the grading, drainage, and landscape plans listed in Exhibit A. The rate of application shall be one hundred (100) pounds per acre. Areas seeded shall be mulched with Type 1 mulch at a rate of two (2) tons per acre. All mulch shall be disk anchored. c) Wetlands, wetland replacement areas and storm water ponding areas shall be seeded with MN/DOT Seed Mixture 25B, or as required by the permitting regulatory agency, or otherwise approved by the City in the landscape plan. The minimum rate of application shall be thirty (30) pounds per acre, or as recommended by the supplier. d) All seeded areas shall be maintained for the term of this Agreement. Upland areas shall be mowed as necessary or as directed by the City Engineer. e) All disturbed areas within the development shall be maintained to limit vegetation growth to less than ten (10) inches except designated natural areas or designated open spaces as shown on the approved plans. B. ESCROWS, CHARGES AND UTILITY OVERSIZING: Developer shall pay the escrows, fees and charges listed on Exhibit C. C. SPECIAL PLANNING REQUIREMENTS: The Improvements shall be built and maintained in accordance with the planning requirements listed on Exhibit A hereto, and any miscellaneous requirements listed on Exhibit B Liberty Classical Academy 8 hereto. D. ADMINISTRATIVE REQUIREMENTS: 1. Miscellaneous Provisions. Developer specifically understands that this Project approval is given subject to the following requirements: a) Recording. The developer shall record this Agreement with Washington County simultaneous with the recording of the Project, and shall forward confirmation of recording of the Project and this Agreement to the City prior to the issuance of building permits. All applicable conditions of Project approval must be met before any deeds are stamped for recording and prior to the recording of the Project at the Washington County Recorder's Office. Project approval shall be contingent upon compliance with the approved plans for the Improvements and upon compliance with this Agreement. b) Construction Trailer. The developer may be entitled to a maximum of 3 construction trailers and 3 storage containers for the development for a period of time not to exceed 24 months. Upon receipt of an acceptable site plan, a trailer may be approved by the City Community Development Director. c) Deviations. No material deviations from the approved project shall be allowed unless approved in writing by the City. Approval herein is also given subject to full compliance with the conditions of approval and findings adopted by the City Council in connection with the approval of the development. d) Outhouses. The Developer shall provide on-site a sufficient number of portable outhouses to be available for the persons who will be working on-site until Improvements are accepted according to the plans in Exhibit A. e) Developer shall remove all tree waste, junk, miscellaneous debris, junk vehicles, and any other personal property from the Project which does not comply with the City Zoning Ordinance until final acceptance of the Improvements. E. DAMAGES AND DEFAULT: 1. Developer agrees to pay liquidated damages to the City, in the amount of Five Thousand Dollars ($5,000.00), if the Developer encroaches upon any City road right-of-way or utility easement not permitted on the plans without first obtaining a written permit from the City expressly authorizing said encroachment. The City shall be authorized to retain an appropriate Liberty Classical Academy 9 percentage of the financial guarantee referred to in paragraph 4 as security for payment of any liquidated damages owed to the City. 3. Events of Default. a) Events of Default Defined. The following shall be "Events of Default" under this Agreement and the term "Event of Default" shall mean, whenever it is used in this Agreement, any one or more of the following events: 1. Subject to unavoidable delays or forces majeure, failure by Developer to commence and complete construction of the Improvements pursuant to the terms, conditions and limitations of this Agreement. 2. Failure by Developer to substantially observe or perform any material covenant, condition, obligation or agreement on their part to be observed or performed under this Agreement. b) Remedies on Default. Whenever any Event of Default occurs, the City, subject to any rights of third parties agreed to by the City pursuant to this Agreement, or otherwise by written, executed instrument of the City, may, after ten (10) days’ written notice to Developer, take any one or more of the following: 1. The City may suspend its performance under the Agreement until it receives assurances from Developer, deemed adequate by the City, that Developer will cure their default and continue their performance under the Agreement. Suspension of performance includes the right of the City to withhold permits including, but not limited to, building permits. 2. The City may initiate such action, including legal or administrative action, as is necessary for the City to secure performance of any provision of this Agreement or recover any amounts due under this Agreement from Developer, or immediately draw on the financial Letter of Credit, as set forth in this Agreement. 4. Enforcement by City; Damages. The Developer acknowledges the right of the City to enforce the terms of this Agreement against the Developer, by action for specific performance or damages, or both, or by any other legally authorized means. The Developer also acknowledges that its failure to perform any or all of their obligations under this Agreement may result in substantial damages to the City; that in the event of default by the Developer, the City may Liberty Classical Academy 10 commence legal action to recover all damages, losses and expenses sustained by the City; and that such expenses may include, but are not limited to, the reasonable fees of legal counsel employed with respect to the enforcement of this Agreement. F. THIS AGREEMENT: 1. Release of Agreement. This Agreement shall run with the land and may be recorded against the title to the property. After the Developer has completed the work required of it under this Agreement, at the Developer’s request the City will execute and deliver to the Developer a release. 2. Warranty of Title. Developer warrants and represents to the City that it is the fee owner of the land described herein, except for a portion of the property, and that it has authority to execute this Agreement, with consent from the other fee owner, and agree to the conditions hereof and to subject the land hereto. Developer also represents and warrants that the use for which this development is sought will not violate any restrictive covenants applying to the property. 3. Binding Effect. This Agreement shall be deemed to be a restrictive covenant and the terms and conditions hereof shall run with the land described herein and be binding on and inure to the benefit of the heirs, representatives and assigns of the parties hereto, and shall be binding upon all future owners of all or any part of the subdivision, and shall be deemed covenants running with the land. Reference herein to the Developers, if there be more than one, shall mean each and all of them. This Agreement shall be placed of record so as to give notice hereof to subsequent purchasers. The cost of said recording shall be borne by the Owner and charged against the escrow account. 4. Restrictions on Transfer/Indemnification. Developer agrees to defend and hold the City, and its officials, employees and agents, harmless against any and all claims, demands, lawsuits, judgments, damages, penalties, costs and expenses, including reasonable attorney's fees, arising out of or resulting from the negligent acts or omissions of the Developer, its employees, and its agents, provided that such claim, damage, cost, or loss is attributable to bodily injury, sickness, disease or death, or injury to or destruction of tangible property (other than the work itself). No transfer or assignment shall be made without City approval and any assignment or transfer without such approval shall be void. 5. Incorporation by Reference. All general and special conditions, plans, special provisions, proposals, specifications and contracts for the Project and for any Improvements furnished and let pursuant to this Agreement shall be and hereby are made a part of this Agreement Liberty Classical Academy 11 by reference as if fully set out herein in full. 6. Developer will comply with and promptly perform all of its obligations under this Agreement. 7. Evidence of Title. Developer shall furnish the City with evidence of fee ownership of the property being projected by way of an attorneys title opinion or title insurance commitment dated not earlier than thirty (30) days prior to the execution of the Project. IN WITNESS WHEREOF, the City and Developer have caused this Agreement to be duly executed on the day and year first above written. Liberty Classical Academy 12 City of Hugo By________________________________ By__________________________________ Tom Weidt, Mayor Michele Lindau, Clerk STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this _____ day of __________________, 20__, before me, a Notary Public, personally appeared Tom Weidt, Mayor, and Michele Lindau, Clerk, of the City of Hugo, a Minnesota municipality within the State of Minnesota, and that said instrument was signed on behalf of the City of Hugo by the authority of the City Council of the City of Hugo, and Tom Weidt and Michele Lindau acknowledge said instrument to be the free act and deed of said City of Hugo. __________________________________________ Notary Public Liberty Classical Academy 13 Developer Liberty Classical Academy By________________________________ _________________________ Its: _____________________________ STATE OF MINNESOTA ) ) ss. (Corporate Notary) COUNTY OF WASHINGTON) On this _____ day of _________________, 20___, before me, a Notary Public, within and for said County and State, personally appeared __________________, to me personally known, who, by me duly sworn did say that they are _______________________ on behalf of said ______________________. __________________________________________ Notary Public DRAFTED BY: David K. Snyder Johnson & Turner 56 East Broadway Avenue #206 Forest Lake, MN 55025 Liberty Classical Academy 14 EXHIBIT A LIST OF DEVELOPMENT PLANS Sheet No. Plan Date Author *To be updated as plans are approved. Liberty Classical Academy 15 EXHIBIT B APPROVAL CONDITIONS 1. A site plan is approved to allow construction of an approximately 33,500 square foot square foot addition with the plans dated March 6, 2024, March 29, 2024, and April 29, 2024. 2. The applicant shall obtain all necessary local, state, and federal permits. 3. The site plan and CUP is subject to approval by May Township for the stormwater facilities and septic system located on May Township. If not approved, the plan will need to be revised to relocate the stormwater facilities and septic system. The plans shall be reviewed and approved by the City. 4. The applicant shall preserve as many trees along County Road 57/Keller Avenue as they can. The applicant shall include additional landscaping around the parking areas and along Keller Avenue. The landscape plan shall be reviewed and approved by staff. 5. The plans shall be revised to show proof of parking. The parking shall be constructed at any time deemed necessity by the City. The revised plan shall be reviewed and approved by staff. 6. The plans shall be revised to move the new proposed parking area to the north. The plan shall be reviewed and approved by staff. 7. The applicant shall enter into a development agreement with the City including financial securities for the public improvements required. Prior to Grading Approval: 8. All items on the Engineer’s memo and “red-line” detailed engineering comments that have been sent directly to the applicant’s engineer dated May 6, 2024, shall be addressed. 9. The applicant shall obtain a Notice of Decision from the Technical Evaluation Panel (TEP) for wetland modification. 10. The applicant shall obtain approved plans and permit from the City of Hugo as approved by the City Engineer. Liberty Classical Academy 16 11. The applicant shall obtain approved plans and permit from Browns Creek Watershed District. 12. The applicant shall obtain approved plans and permit from the Minnesota Pollution Control Agency for the septic system. 13. The applicant shall obtain applicable approved plans and permit from the Minnesota Department of Natural Resources and Department of Health for the wells. Prior to Building Permit Approval: 14. The applicant shall obtain approved plans and permits from Washington County for the accesses and required improvements to CR 57 and CR 7. Required easements shall be dedicated for right-of-way for CR 57 and CR 7. 15. A final lighting plan shall be reviewed and approved by staff. 16. The building materials shall be reviewed and approved by staff. 17. A development agreement shall be executed and recorded against the property. All fees in the development agreement shall be paid. Prior to issuance of a Certificate of Occupancy: 18. All required road improvements shall be complete and functioning on CR 57 and CR 7. 19. Drainage and utility easements shall be dedicated to the City over the stormwater management facilities and applicable utilities. Liberty Classical Academy 17 EXHIBIT C ESCROWS, FEES AND CHARGES *To be updated when cost estimates are provided a) Escrow for City Costs and Fees. Developer shall deposit sufficient escrow with the City as outlined in Section A. 1. The required beginning balance in the account is calculated at $________. This sum is calculated to be four percent (4%) of the estimate of the required Improvements to be installed to serve the development, plus $5,000 which is the minimum balance required in the account. b) Cash Escrow or Letter of Credit. Developer shall provide a financial guarantee to the City, in the form of a cash escrow or letter of credit, in the amount equal to one hundred twenty-five percent (125%) of the estimated amount of the required public improvements to be installed to serve the development. This amount has been calculated by the City’s Engineer to _____________________. This amount may be reduced upon request of the Developer and approved by the City. At no point shall the Letter of Credit be reduced below 10% of the original amount. The City shall have the right to retain the financial guarantee until the improvements have been completed to the satisfaction of the City and the warranty period has expired. c) Storm Water Trunk Fee. Stormwater Trunk fees are waived since the project is outside of the 2040 MUSA boundary. d) Storm Water Ponding Fee. The storm water ponding requirement has been met by the Developer through the incorporation of on-site ponding. No storm water ponding fee will be applied. e) Snow Plowing. N/A f) Sealcoating. N/A g) Park Dedication. N/A h) Cul-de-sac Escrow. N/A i) Escrow for Street Signage. N/A. j) WCA Escrow. N/A k) Sanitary Sewer Trunk Fee. N/A Liberty Classical Academy 18 l) Water Trunk Fee. N/A Liberty Classical Academy 19 EXHIBIT D CERTIFICATE OF INSURANCE PROJECT: CERTIFICATE HOLDER: City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 INSURED: ADDITIONAL INSURED: City of Hugo AGENT: WORKERS’ COMPENSATION: Policy No. Effective Date: Expiration Date: Insurance Company: COVERAGE – Workers’ Compensation, Statutory. GENERAL LIABILITY: Policy No. Effective Date: Expiration Date: Insurance Company: ( ) Claims Made ( ) Occurrence LIMITS: [Minimum] Liberty Classical Academy 20 Bodily Injury and Death: $500,000 for one person $1,000,000 for each occurrence Property Damage: $200,000 for each occurrence -OR- Combination of Single Limit Policy $1,000,000 ore more COVERAGE PROVIDED: Operations of Contractor: YES Operations of Sub-Contractor (Contingent): YES Does Personal Injury Include Claims Related to Employment? YES Completed Operations/Products: YES Contractual Liability (Broad Form): YES Governmental Immunity is Waived: YES Property Damage Liability Includes: Damage Due to Blasting YES Damage Due to Collapse YES Damage Due to Underground Facilities YES Broad Form Property Damage YES AUTOMOBILE LIABILITY: Policy No.: Effective Date: Expiration Date: Insurance Company: (X) Any Auto Liberty Classical Academy 21 LIMITS: [Minimum] Bodily Injury: $500,000 each person $1,000,000 each occurrence Property Damage: $500,000 each person -OR- Combined Single Limit Policy: $1,000,000 each occurrence ARE ANY DEDUCTIBLES APPLICABLE TO BODILY INJURY OR PROPERTY DAMAGE ON ANY OF THE ABOVE COVERAGES: If so, list: Amount: $ [Not to exceed $1,000.00] SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL MAIL THIRTY (30) DAYS WRITTEN NOTICE TO THE PARTIES TO WHOM THIS CERTIFICATE IS ISSUED. Dated at on BY: Authorized Insurance Representative Liberty Classical Academy 22 EXHIBIT E LEGAL DESCRIPTION OF PROERTY S:\Users\R_Juba\DEVELOPMENT PROJECTS\Liberty Classical Academy\Site Plan_CUP 2023\Engineers Memo and Comments\Engineers Memo Liberty 050624.docx 178 E 9TH STREET | SUITE 200 | SAINT PAUL, MN | 55101 | 651.286.8450 | WSBENG.COM May 6, 2024 Ms. Rachel Juba Community Development Director City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Liberty Classical Academy WSB Project No. 024187-000 Dear Ms. Juba: We have reviewed the Site Plan and Conditional Use Permit submittal for the Liberty Classical Academy site. We have reviewed the following information related to this application: • Liberty Academy – Civil and Landscape Plans by Kimley-Horn dated March 29, 2024 • Stormwater Management Plan updated March 29, 2024 by Kimley-Horn • Water Supply Memo prepared by SEH, dated October 6, 2023 While we have reviewed preliminary plans for the site and offered preliminary comments to the applicant, the review provided below is focused on the 33,500 square foot school additionportion of the project. Based on the review of the documents submitted, we offer the following Engineering comments related to this application: General/Access/Grading 1. Current access to the existing school is located on County Road No. 7 (122nd Street N.). This access location is in close proximity to the County Road No. 57 (Keller Avenue N.) intersection and is proposed to be relocated for safety and operational improvements. 2. For both CR 7 and CR 57, the Washington County access spacing guidelines are ¼ mile (1,320 feet). Washington County had provided preliminary feedback because the size of the parcel and other constraints prevent the school from meeting these guidelines. 3. The new school access on CR 57 and the access to the septic area fall short of meeting the access spacing guideline, however the spacing has been maximized and the existing school access is proposed to be relocated, both of which Washington County is supportive of in their April 23, 2024 review letter. 4. Washington County is requiring a right turn lane be constructed on CR 57 at the entrance to the school as well as a southbound right turn lane on CR 57 approaching CR 7. 5. The proposed access for the septic system will not require any turn lane improvements at this time. Right and left turn lanes will be required when the buildout of the future phase occurs when access from CR 7 will be required. The septic system access should contain a gate or chain restricting access for only septic purposes. 6. The improvements to CR 57 will require Washington County permitting and will be required to be completed prior to the issuance of a certificate of occupancy. 7. The applicant is providing 75-ft ROW along CR 7 and 60-ft of ROW along CR consistent with the Washington County 2040 Comprehensive Plan. 8. Detailed redline comments have been documented on the plans and previously sent to the applicants engineer so they can be addressed in future submittals. Ms. Rachel Juba May 6, 2024 Page 2 S:\Users\R_Juba\DEVELOPMENT PROJECTS\Liberty Classical Academy\Site Plan_CUP 2023\Engineers Memo and Comments\Engineers Memo Liberty 050624.docx 9. Hugo and Washington County staff have reviewed the traffic study prepared for the proposed Liberty Classical School proposed project. 10. The entire site is proposed to be mass graded for earthwork balancing and directing stormwater to the stormwater basin for irrigation purposes. The addition to the school and associated improvements will have storm sewer constructed that discharges into the stormwater basin. Areas outside of the addition will be graded, however temporary swales are proposed to ensure drainage is not blocked and is conveyed to the stormwater basin allowing it to be used for water reuse. Utility Plan 11. Existing and future phase of the school will be served by well water. The Applicant has worked with a consultant on permitting these wells through the Minnesota Department of Natural Resources. 12. Municipal sanitary sewer is located outside of Hugo’s Municipal Urban Service Area and the site therefore requires an On-site Wastewater Treatment System (OSWTS). Due to the size of the ultimate system, the Minnesota Pollution Control Agency is required to permit the system. 13. The addition to the school is located where the existing septic area is located. Interim sewer facility panning will be required to be provided for review until such time the OSWTS is permitted and constructed. It is anticipated that the MPCA review, including the public comment period, could be completed by October 2024. Stormwater Management 14. The site is located in Brown’s Creek Watershed District (BCWD) and a permit through BCWD will be required to be obtained prior to construction. 15. The site is proposing to meet water quality requirements through water reuse for onsite irrigation.. Additional information on the irrigation design needs to be provided to confirm the irrigation design meets requirements. 16. The site is proposing to meet rate control through the use of the onsite stormwater pond and existing ponding area. Updates are needed on the hydraulic models; however it is anticipated rate control will be able to be met with the current design. 17. Updates to the hydraulic models are needed to confirm City freeboard requirements are met onsite. Wetlands 18. The project boundary straddles both the City of Hugo and May Township. Due to this, WCA was waived by May Township to the City of Hugo for the Wetland Boundary and Type application. One (1) wetland was approved (notice sent in January 2024). This wetland falls in the May Township section of the project while there were no wetlands identified in the City of Hugo Section. Due to this, May Township will handle any wetland applications submitted for the Liberty Classical Academy. There is currently a WCA application submitted to May Township (Jay Riggs – Washington Conservation District) which is under review. Thank you for the opportunity to provide comments on this project. If you have any questions, please do not hesitate to contact me at 612-360-1278. Ms. Rachel Juba May 6, 2024 Page 3 S:\Users\R_Juba\DEVELOPMENT PROJECTS\Liberty Classical Academy\Site Plan_CUP 2023\Engineers Memo and Comments\Engineers Memo Liberty 050624.docx Sincerely, WSB Mark Erichson, PE City Engineer cc: Scott Anderson, Public Works Director (email only) Liz Finnegan, Senior Engineering Technician (email only) PUBLIC WORKS Wayne Sandberg, P.E., Director, County Engineer Frank D. Ticknor, P.E., Deputy Director April 23, 2024 Rachel Juba Community Development Director City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Dear Rachel, Thank you for the opportunity to review and comment on the draft plan for Liberty Classical Academy, located at the intersection of County State Aid Highway (CSAH) No. 7 (122 nd St. N) and County Road (CR) No. 57 (Keller Ave . N). Washington County’s Department of Public Works have reviewed the draft plan and offers the following comments: CSAH 7 at this location is currently cl assified as an “A-Minor Arterial Connector” roadway, while CR 57 is classified as a “Minor Collector.” The Washington County 2040 Comprehensive Plan contains access criteria for county roads related to spacing, sightlines, and availability of local road connections. The comprehensive plan requires preserving 75 feet of right -of-way from the centerline along CSAH 7, and 60 feet from centerline along CR 57. The current site plan indicates right-of -way dedications meeting the requirements which will need to be confirmed on final site plans. Access permits will be required for the construction of new driveway connections to county highways. The site plan proposes a new access onto CSAH 7, located approximately 950 feet east of the CSAH 9 (Keystone Ave) and CSAH 7 intersection and a new driveway onto CR 57, north of the existing school building. Washington County’s access spacing guideline for Minor Arterials, as adopted through the comprehensive plan, is ¼ mile (1,320 feet) and the CSAH 7 access as shown would fall well short of these guidelines. County staff have worked with the city and developer to maximize this spacing as it relates to t he needed septic field, and we appreciate the effort in ensuring as much separation as possible. We also appreciate the important relocation of existing driveways from 122 nd Street onto CR 57 with improved spacing from the existing intersection. Proper spacing of access is integral to highway safety and operation, especially where traffic peaks are particularly high. Washington County is amenable to both proposed access locations and strongly supports the relocation of the in -place driveways. Washington County typically requires construction of dedicated left and right turn lanes as a permit condition for streets and driveways projected to carry more than 100 trips per day. The proposed new (relocated) driveway on CR 57 would be anticipated to meet this threshold, however the county is agreeable to reducing this requirement to a right turn lane only at the A great place to live, work and play…today and tomorrow North Shop | 11660 Myeron Road North | Stillwater, MN 55082 -9537 P: 651 -430-4300 | F: 651 -430-4350 | TTY: 651 -430-6246 www.co.washington.mn.us Washington County is an equal opportunity organization and employer PUBLIC WORKS Wayne Sandberg, P.E., Director, County Engineer Frank D. Ticknor, P.E., Deputy Director new driveway on CR 57, provided that dedicated right turn lane is also constructed for southbound CR 57 approaching CSAH 7. However, it should be noted that acquisition of additional highway right-of -way, through negotiation or eminent domain, may be neede d to construct a right turn lane on the west side of CR 57. Turn lanes will not be required at this time for the septic maintenance access, though any change in plan for Phase 1 may alter this need. New left and right turn lanes will be required in the future at the east school access (which is currently the Phase 1 septic access) with Phase 2 improvements due to the anticipated increase in traffic using that access. Washington County’s Bike and Pedestrian Plan identifies CSAH 7 as part of the future bike plan. The county is interested in working with the school regarding future design and location of the trail through the right-of-way. The stormwater management report reflects that the on-site basin handles water from the county roads. The report doesn’t detail how much of the county road requirements are met with the watershed, if any. It appears the intent was to accommodate some of th e county facilities; however, the report doesn’t clarify any specifics. A right-of-way permit will be required for any work within the county highway right of way as it relates to the development. As the development progresses, a plan set will be required with the application and include any grading, culvert installation, water and sewer services, signage, any landscaping and other improvements within the county right of way. All utility connections to County highway right of way for the development require Washington County Right of Way permits. Typically, these utility connection permits are the responsibility of the utility companies. Sincerely, Lyssa Leitner Planning Director Cc (email only): Wayne Sandberg , Public Works Director/County Engineer Frank Ticknor, Deputy Director Public Works A great place to live, work and play…today and tomorrow North Shop | 11660 Myeron Road North | Stillwater, MN 55082 -9537 P: 651 -430-4300 | F: 651 -430-4350 | TTY: 651 -430-6246 www.co.washington.mn.us Washington County is an equal opportunity organization and employer PUBLIC WORKS Wayne Sandberg, P.E., Director, County Engineer Frank D. Ticknor, P.E., Deputy Director Joe Gustafson, Traffic Engineer Kevin Peterson, Design Engineer Gary Bruns, Washington County Public Health & Environment, Environmental Programs Manager Bobbi Hummel, May Township, Town Clerk/Treasure 767 N. Eustis St., Ste 190 St. Paul, Minnesota 55114 651.642.9200 popedesign.com Memorandum Date: 11/30/23 (Revised 05/06/24) Re: Liberty Classical Academy: Phase 1 – Lower School Addition 10158 122nd St. North Hugo, MN 55308 Project No. 41129-23027 Subject: Liberty Classical Academy Narrative for City of Hugo and May Township To: Rachel Juba, City of Hugo Nate Sparks, May Township From: Elise Kelly, Pope Design Group Mike Brandt, Kimley Horn Mitchell Cookas, Kimley Horn Jacob Rojer, Kimley Horn Jeff Ledin, Short Elliott Hendrickson Inc. Rebekah Hagstrom, Liberty Classical Academy The following narrative outlines Liberty Classical Academy’s intent to meet approval criteria set forth by the City of Hugo and May Township for their Site Plan and Conditional Use Permits. It also highlights Liberty’s commitment to fulfilling these criteria through a comprehensive breakdown covering various subjects. This narrative is intended to complement the design documents and drawings. Current Use: Liberty Classical Academy offers private education for Pre-K through 12th grade using a classical education model integrated with faith-based principles. Liberty is distinguished by its close-knit community and smaller class sizes compared to most public schools. Liberty’s student population for phase one is projected at 306 students and is not projected to go beyond 850 total students in their full master plan. This is to ensure the promise of intimate class sizes. Currently, the school is renting out classrooms in White Bear Lake’s Church of St. Pius X for their 3rd- 12th graders. Recently the school acquired the formerly abandoned Withrow Elementary School in Hugo, renovating it to provide a welcoming new entry to house their pre-K through 2nd graders. Liberty’s goal is to eventually transition all students onto the Hugo campus. To develop a Master Plan for their Hugo site, Liberty retained Pope Design Group as their architect, conducted multiple community meetings, and engaged stakeholders with anonymous surveys and user group interviews. This ensured diverse and inclusive feedback to guide the planning process, resulting in plans for a lower school addition, a commons building with upper school and middle school wings, a chapel, playing fields, and public-access walking trails throughout the rural site. The entitlement applications listed above seek approval of only the initial phase of this master plan, with the comprehensive plan acting as context for future expansions. Liberty Classical Academy: Phase 1 – Lower School Addition 11/30/23 – Revised 05/06/24 Page 2 Master Plan Phasing: Phase one will include the addition to the lower school, additional parking with screening to the south, a practice soccer field (without lights, bleachers or speakers), a portion of the septic system, a stormwater pond, and a new access road from Keller. The lower school expansion includes eleven classrooms and six specialist/vocational rooms. The existing gym, not meeting standard regulation sizes, will be renovated into classrooms, while a new varsity size gymnasium will be included in the addition which will also act as the project’s storm shelter and meet ICC-500 code requirements. This phase includes approximately 33,500 sf of addition and 3,500 sf of renovation. For the purposes of this submittal, it is important to note that in the first phase, the lower school addition will temporarily house the upper school students, and 3rd -5th graders will remain at the White Bear Lake site until future phases are completed. This temporary condition has been taken into consideration for parking requirements. Subsequent phases are contingent on fundraising and will include a commons building, Middle School and Upper School wings, a chapel, a track and field, and a new main entrance drive off of 122nd to accommodate all queuing. During preliminary meetings with both the City of Hugo and May Township, it was encouraged to show the full master plan for an understanding of anticipated future development, however Liberty understands that at this time, we are only seeking approval of phase one features. Embracing the Character: Adhering to the “City of Hugo Commercial and Industrial Design Guidelines” as well as Hugo’s “2040 Comprehensive Plan,” the proposed buildings aim to not only meet the design guidelines but also keep within the character of the surrounding area and help Hugo fulfill their commitment to developing a well-balanced community. The exterior materials proposed for the lower school addition intend to complement the existing lower school, incorporating wood-look cladding, warm stone bases, accent metal panels, and earth-tone brick. While an exact match of existing brick may be challenging, the design opts for complementary materials. The precast will also complement the existing precast earth tone color as well as the warmer gray existing metal panels. All facades on the lower school addition will have continued design elements so there is not an inconsistent “back of house” façade. Vertical changes in stone and brick will terminate at inside corners where necessary. Horizontal changes in materials from stone to brick or wood cladding will be done with a stone cap that projects slightly from the material above. The longest façade of the addition will be interrupted with a projection of three classrooms that not only creates the opportunity for larger classrooms at the interior, but also helps to break up the long façade and adds visual appeal. The new entry will be nearly identical to the south entry using a wood clad canopy, however this entrance will not be open air but act as the vestibule to the building for energy code purposes. The proposed structure of the lower school addition will be a precast backup as the storm shelter requirements are easiest met with precast structure. However, the precast at the storm shelter will have adequate architectural detailing to provide an aesthetically pleasing variety. For cost efficiencies, the structure of the remaining addition (non- storm shelter building) will also be precast however it will be clad with either wood look material or brick to complement the existing lower school building. The building roof line of the lower school addition will be a staggered flat roof design similar to the rest of the existing building. Being closest to Keller Ave and the adjacent residential lots, a one story, flat roof addition with fluctuations in height will create a cohesive addition with visual interest and it will not extend beyond the agricultural zoning height requirements. The steps in roof height will indicate a hierarchy of programs and it provides cues for the location of clearly defined entrances. Liberty Classical Academy: Phase 1 – Lower School Addition 11/30/23 – Revised 05/06/24 Page 3 Neighborhood commitment: To minimize disruptions, Liberty has proposed to provide adequate screening for neighbors and forgo field lighting systems and speaker-integrated scoreboard systems in the initial phases. If this changes in the future, Liberty will be sure to address this with the community in a full site plan review and community meetings. Furthermore, Liberty aims to create opportunities for neighbors, including allowing use of their trails through the property leading to Goggins Lake. This aligns with Hugo's comprehensive plan, emphasizing partnerships and innovative approaches for park and trail development and fostering community connections. Site Signage: Currently, in the first phase, Liberty has no plans to introduce additional monument signage. There will be a wall mounted sign affixed to the existing building as shown in the elevations. Traffic: The Liberty Classical Academy currently generates 153 trips in the AM peak hour and 78 trips in the school PM peak hour. With the Phase 1 expansion, it is anticipated the school will generate 330 AM peak hour trips and 183 trips in the school PM peak hour. With the full buildout of the school campus, it is anticipated the campus will generate 751 AM peak hour trips and 436 trips in the school PM peak hour. A capacity analysis was performed for Existing (2023), Opening Year (Phase 1) No-Build and Build, and Design Year (full buildout) No-Build and Build scenarios. All intersections and individual movements in the Existing (2023) and Opening Year (Phase 1) No-Build/Build scenarios are anticipated to operate at LOS C or better. During the Design Year (full buildout) No- Build and Build scenarios, the westbound left turn movement at the intersection of 122nd Street & Manning Trail is anticipated to operate at LOS D and LOS F during the AM and PM peak hours, respectively. The delay per vehicle is anticipated to reach at most 53 seconds per vehicle for this movement and all other movements at the intersection operate at LOS B or better in all scenarios. Because of this, implementation of a signal or other traffic control alternatives are not recommended. Queueing for the site was analyzed, the pick-up/drop-off school’s queueing was modeled to determine the maximum anticipated queues for a typical school day. The site provides storage of dedicated vehicular queueing which is sufficient to store the anticipated queues. All queues are anticipated to remain on site and not impact any public roadways. Queueing for the Phase 1 lower school expansion is not anticipated to impact public streets because the anticipated queues will be approximately 600 feet with the Phase 1 expansion (see queueing exhibit with Civil plans). Per the results of the analysis, the mitigation recommended for the Phase 1 lower school expansion project are listed below: •A northbound right turn lane should be constructed at the site access along Keller Avenue for Phase 1 buildout. •A southbound right turn lane on Keller Avenue at 122nd Street for the Phase 1 buildout. Liberty Classical Academy: Phase 1 – Lower School Addition 11/30/23 – Revised 05/06/24 Page 4 Fire protection: The intent for phase one fire protection will be to use the existing underground tank and extend the existing fire suppression system. The new addition will be classified as the same hazard as the existing school, so there should not be any increase to the demand. Since this project is design build for Mechanical Electrical and Plumbing, we will know more information about the fire protection systems once we are complete with construction documents. Well: Please see attached memo from Short Elliott Hendrickson. Septic: The project is outside the City of Hugo’s Municipal Service Area and will require an On-site Wastewater Treatment System (OSWTS). Under Minnesota Pollution Control Agency (MPCA) regulations, the OSWTS will require a permit from the MPCA for the entire master plan design flow, since the estimated wastewater flow will be more than 10,000 gallons per day (GPD). The OSWTS will be phased for the entire build out, and for phase 1 will be sized for the flow rate of the existing school and building expansion for phase 1. We have submitted a complete permit application to the MPCA and are having ongoing discussions with the MPCA staff in working towards obtaining a permit. Based on current water usage rates at the existing school, the current water usage is averaging 12-14 GPD per student. MPCA Chapter 7080 requires a design flow rate of 18 GPD/student without a gym, but allows for flexibility in reducing flows based on the actual water usage. For this reason, we are proceeding with a design flow rate of 18 GPD/student and faculty member. A summary of the anticipated phase 1 and Phase 2 design follows: Number of Students Number of Faculty Total Flow (gpd) Lower School 336 35 6,678 A gravity collection system will be installed that collects the wastewater from each of the school buildings via gravity to a central lift station. The lift station is being sized to handle the flow for phase 1 and will be able to be upgraded with minor modifications to handle the ultimate flow as the campus grows. From the lift station, the wastewater will be pumped through a forcemain to the septic tanks located on the east side of the property. The septic tanks will provide the first step in the treatment process with removing the large solids, fats, oils, and greases. For the flows of phase 1, we anticipate having two (2) 10,000-gallon septic tanks for a total of 20,000 gallons of septic tank capacity. From the septic tanks, the effluent will flow by gravity to a 20,000-gallon equalization tank, this tank will be used as the primary treatment system and absorb any peak flows to maintain a constant flow through the biological treatment process. For the equalization basin, the effluent will enter a 12,000-gallon Pre-Denitrification tank, this tank will allow the addition of a carbon source or effluent for the treatment process to be recruited to aid in the removal of nitrogen in the effluent. Once the effluent has passed through the Pre-Denitrification Tank, it will enter two (2) 3,000 MBBR treatment tanks. These tanks will introduce air into the effluent to increase biological activity to remove the nutrients in the wastewater. Then the effluent will pass through a 5,000-gallon post Denitri fication tank and into a 10,000-gallon clarifier, to remove any remaining solids. Liberty Classical Academy: Phase 1 – Lower School Addition 11/30/23 – Revised 05/06/24 Page 5 Phase 1 will require a dosing tank and 7 to 8 mounds. The mounds would be fed by a central pump station with valve controls to each mound system. Wetland: There are two (2) wetland areas on the site, one in the Northeast corner of the property surrounding the edge of Goggins Lake and a 0.48-acre wetland on the east side of the existing farmstead. The wetland in the northeast corner of the site will be preserved and a 100 foot buffer has been provided to protect the wetland. The wetland in the area by the existing farmstead is intended to remain in its current location, though is proposed to be lowered in elevation to maintain hydrology flow to this wetland and to integrate with the proposed grading and stormwater management pond. We have submitted a wetland permit application to the local WCA agencies and will continue our discussions with the WCA agency staff in working towards obtaining a wetland permit. Since the wetland is of lower quality and within a farmed area, we understand the wetland can be impacted and lowered in its current location (up to 8 feet lower), and that won’t require any wetland mitigation (No wetland credits or on-site mitigation). Stormwater Management: Currently the site has two points of discharge, one in the southwesterly corner of the existing school and just to the east of the existing homestead under 122nd St. There is a significant portion draining onto the property from the northern properties. Most of the site and the north offsite drainage drains to the wetland located east of the homestead near 122nd St and drains through two culverts under 122nd St during larger rain events. The existing school building and parking lot drain primarily to the SW corner to a culvert under Keller Ave to the west. Through the development of the site, the City of Hugo and Brown’s Creek Watershed District rules for water quality, rate control, and volume control will be required for the stormwater runoff for the site. The existing drainage patterns are generally intended to remain in place, with most of the site being collected and treated in a stormwater pond located to the east of the Homestead. The current area that drains to the southwesterly corner of the school will remain primarily as is. . Water quality will be achieved by a wet pond scenario and will have an average depth of 4 feet of dead storage to meet the NURP requirements and water quality requirements for the City and Watershed standards. With the existing soils not being conducive to infiltration, re-use of the stormwater is being proposed for this project. The stormwater reuse will irrigate the manicured green areas with stormwater instead of using well water as a primary source. . Based on the reuse calculations, the 100-year storm volume is required to irrigate the green areas, so the volume and rate control for the project will be met via the pond and reuse system. Irrigation pumps will be provided to irrigate the manicured green areas. Grading: The intent for phase 1 is to mass grade the site. Temporary swales will provide drainage from low areas of the project, and the drainage from the northern properties will be conveyed (via drainage swales) to the ponding area in phase 1. Currently, it is assumed the stormwater pond will be constructed for the entire project area, and the overall site appears to be relatively balanced and not likely to require any major import or export of topsoil or structural material other than granular material for the road and building bases. All areas will be seeded and stabilized with seed mixes that are not part of phase 1 and the septic areas will be seeded with a native seed mix. Liberty Classical Academy: Phase 1 – Lower School Addition 11/30/23 – Revised 05/06/24 Page 6 In Closing: Liberty pledges to uphold their commitment to responsible growth with minimal impacts on their neighbors. Liberty remains committed to integrating cohesive and beautiful architecture with the neighborhood, contributing to the community fabric, and ensuring their future development references local guidelines and regulations. We look forward to your feedback on phase one of Liberty Classical Academy’s Hugo Campus design. ISSUES & REVISIONS COMMISSION NO: DRAWN BY: CHECKED BY: SHEET 767 N. EUSTIS STREET, SUITE 190 ST. PAUL, MINNESOTA 55114 651.642.9200 WWW.POPEDESIGN.COM POPE DESIGN GROUP DATE 160061004 GAR MCB MICHAEL C. BRANDT, P.E. 03/29/2024 462661DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO. NOT FOR CONSTRUCTION SCHEMATIC PRICING4-14-23 1 CITY SUBMITTAL11-30-23 © 2023 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONCITY & BCWD RESUBMITTAL 03-29-24 NORTH VICINITY N.T.S. SITE HUGO, WASHINGTON COUNTY, MN 1.CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION. 2.IF REPRODUCED, THE SCALES SHOWN ON THESE PLANS ARE BASED ON A 30x42 SHEET. 3.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 4.ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. 5.VERTICAL DATUM: NAVD88 NOTES: LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 TELEPHONE: 651-645-4197 CONTACT: MITCHELL COOKAS GEOTECHNICAL ENGINEER AMERICAN ENGINEERING TESTING 550 CLEVELAND AVE. N ST PAUL, MN 55114 TELEPHONE: 651-659-9001 CONTACT: THOMAS VENEMA PROJECT TEAM: SURVEYOR CORNERSTONE LAND SURVEYING, INC 1970 NORTHWESTERN AVE. SUITE 200 STILLWATER, MN 55082 TELEPHONE: 651-275-8969 CONTACT: DANIEL THURMES ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: MICHAEL C. BRANDT, PE 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 TELEPHONE: 651-645-4197 OWNER / DEVELOPER LIBERTY CLASSICAL ACADEMY 10158 122ND STREET N HUGO, MN 55038 TELEPHONE: 651-772-2777 CONTACT: REBEKAH HAGSTROM LIBERTY CLASSICAL ACADEMY SECTION 36, TOWNSHIP31 N, RANGE 21 W FOR SITE DEVELOPMENT PLANS Know what'sbelow. before you dig.Call ARCHITECT POPE DESIGN GROUP 767 EUSTIS STREET, SUITE 190 ST. PAUL, MN 55114 TELEPHONE: 651-642-9200 CONTACT: ELISE KELLY 122ND ST C000 COVER SHEET Sheet List Table Sheet Number Sheet Title C000 COVER SHEET V100 EXISTING CONDITIONS V101 EXISTING CONDITIONS V102 EXISTING CONDITIONS C100 GENERAL NOTES C101 ADJACENT PARCEL MAP C200 SITE DEMOLITION PLAN C300 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 C301 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2 C400 PHASE I OVERALL SITE PLAN C401 OVERALL MASTERPLAN C402 OVERALL PHASE I SITE PLAN C403 PHASE I SITE PLAN ENLARGEMENT C404 PHASE I SITE PLAN ENLARGEMENT C405 PHASE I SITE PLAN ENLARGEMENT C406 PHASE I SITE PLAN ENLARGEMENT C407 PHASE 1 SIGNAGE PLAN C408 PHASE 1 SIGNAGE PLAN C500 OVERALL GRADING PLAN C501 GRADING MASTERPLAN ENLARGEMENT C502 GRADING MASTERPLAN ENLARGEMENT C503 GRADING MASTERPLAN ENLARGEMENT C504 GRADING MASTERPLAN ENLARGEMENT C505 PHASE I GRADING PLAN ENLARGMENT C506 PHASE I GRADING PLAN ENLARGMENT C507 PHASE I GRADING PLAN ENLARGMENT C508 PHASE I GRADING PLAN ENLARGMENT C600 UTILITY PLAN C601 SEPTIC PLAN - MOUND SITE PLAN C602 SEPTIC PLAN - PHASE 1 MOUNDS C603 SEPTIC PLAN - TREATMENT SITE PLAN C604 SEPTIC PLAN - DOSE TANKS C605 SEPTIC PLAN - HYDRAULIC PROFILE TANKS C606 SEPTIC PLAN - METER MANHOLE C607 SEPTIC PLAN - EQ TANK DETAIL C608 SEPTIC PLAN - SEPTIC TANK DETAIL C609 SEPTIC PLAN - TREATMENT TANK DETAIL C610 SEPTIC PLAN - ALPHA DETAILS C611 SEPTIC PLAN - CONTROL BUILDING C612 SEPTIC PLAN - MOUND DETAIL C700 CONSTRUCTION DETAILS C701 CONSTRUCTION DETAILS C702 CONSTRUCTION DETAILS C703 CONSTRUCTION DETAILS C800 OVERALL QUEUING PLAN C801 FIRETRUCK MOVEMENT PLAN L100 OVERALL PHASE 1 LANDSCAPE MASTERPLAN L101 PHASE 1 LANDSCAPE PLAN ENLARGEMENT L102 PHASE 1 LANDSCAPE PLAN ENLARGEMENT L103 PHASE 1 LANDSCAPE PLAN ENLARGEMENT L104 PHASE 1 LANDSCAPE PLAN ENLARGEMENT L105 LANDSCAPE DETAILSKELLER AVE 2626 15980985 9779789799 8 1 9 8 2 9 8 3 9 8 4 9859 8 5 9 9 0 9959 8 2 9829839 8 3 98498498698 6 9879 8 7 9879 8 7 98 8 9 8 9 9 9 1 9929939949969 9 7 9 9 8 985 990 990 982 983 98 4 986 987988989 989 APPROXIMATE WETLAND LIMITS DELINEATED WETLAND LIMITSKELLER AVE122ND ST V100 EXISTING CONDITIONS ISSUES & REVISIONS COMMISSION NO: DRAWN BY: CHECKED BY: SHEET 767 N. EUSTIS STREET, SUITE 190 ST. PAUL, MINNESOTA 55114 651.642.9200 WWW.POPEDESIGN.COM POPE DESIGN GROUP DATE 160061004 SCHEMATIC PRICING4-14-23 1 CITY SUBMITTAL11-30-23 © 2023 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONCITY & BCWD RESUBMITTAL 03-29-24 EXISTING WATERMAIN EXISTING GAS MAIN EXISTING UNDERGROUND TELEPHONE EXISTING UNDERGROUND CABLE EXISTING CONTOUR EXISTING SIGN EXISTING FLARED END SECTION EXISTING STORM MANHOLE EXISTING STORM CATCHBASIN EXISTING GAS METER EXISTING POST INDICATOR VALVE EXISTING WELL EXISTING ROOF DRAIN EXISTING GATE VALVE EXISTING HYDRANT EXISTING ELECTRICAL METER EXISTING AIR CONDITIONER EXISTING TELEPHONE MANHOLE EXISTING CABLE BOX EXISTING GUY WIRE EXISTING POWER POLE EXISTING LIGHT POLE EXISTING TREE EXISTING TREE LINE EXISTING CURB & GUTTER PROPERTY LINE EXISTING OVERHEAD POWER LINE EXISTING CHAINLINK FENCE EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATERMAIN EXISTING GAS MAIN EXISTING UNDERGROUND TELEPHONE EXISTING UNDERGROUND CABLE EXISTING CONTOUR EXISTING SIGN EXISTING FLARED END SECTION EXISTING STORM MANHOLE EXISTING STORM CATCHBASIN EXISTING GAS METER EXISTING POST INDICATOR VALVE EXISTING WELL EXISTING ROOF DRAIN EXISTING GATE VALVE EXISTING HYDRANT EXISTING ELECTRICAL METER EXISTING AIR CONDITIONER EXISTING TELEPHONE MANHOLE EXISTING CABLE BOX EXISTING GUY WIRE EXISTING POWER POLE EXISTING LIGHT POLE EXISTING TREE EXISTING TREE LINE EXISTING CURB & GUTTER LEGEND NOTES 1.SURVEY PREPARED BY CORNERSTONE LAND SURVEYING, INC. SEE SHEETS V101 AND V102 FOR ENLARGEMENTS. MICHAEL C. BRANDT, P.E. 03/29/2024 462661DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO. NOT FOR CONSTRUCTION V101 EXISTING CONDITIONS ISSUES & REVISIONS COMMISSION NO: DRAWN BY: CHECKED BY: SHEET 767 N. EUSTIS STREET, SUITE 190 ST. PAUL, MINNESOTA 55114 651.642.9200 WWW.POPEDESIGN.COM POPE DESIGN GROUP DATE 160061004 SCHEMATIC PRICING4-14-23 1 CITY SUBMITTAL11-30-23 © 2023 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONCITY & BCWD RESUBMITTAL 03-29-24 V102 EXISTING CONDITIONS ISSUES & REVISIONS COMMISSION NO: DRAWN BY: CHECKED BY: SHEET 767 N. EUSTIS STREET, SUITE 190 ST. PAUL, MINNESOTA 55114 651.642.9200 WWW.POPEDESIGN.COM POPE DESIGN GROUP DATE 160061004 SCHEMATIC PRICING4-14-23 1 CITY SUBMITTAL11-30-23 © 2023 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONCITY & BCWD RESUBMITTAL 03-29-24 ISSUES & REVISIONS COMMISSION NO: DRAWN BY: CHECKED BY: SHEET 767 N. EUSTIS STREET, SUITE 190 ST. PAUL, MINNESOTA 55114 651.642.9200 WWW.POPEDESIGN.COM POPE DESIGN GROUP DATE 160061004 GAR MCB MICHAEL C. BRANDT, P.E. 03/29/2024 462661DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO. NOT FOR CONSTRUCTION SCHEMATIC PRICING4-14-23 1 CITY SUBMITTAL11-30-23 © 2023 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONCITY & BCWD RESUBMITTAL 03-29-24 GENERAL CONSTRUCTION NOTES 1.THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE STATE DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" (LATEST EDITION) AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK. UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS. 3.PERFORM ALL WORK IN COMPLIANCE WITH APPLICABLE CITY REGULATIONS, STATE CODES, AND O.S.H.A. STANDARDS. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING THE NECESSARY MATERIALS & LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS, AND IN ACCORDANCE WITH THE SPECIFICATIONS AND REQUIREMENTS OF THE APPROPRIATE APPROVING AUTHORITIES. 4.CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL. 5.THE EXISTING SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS QUALITY LEVEL "D" UNLESS OTHERWISE NOTED. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ACSE 38/02, ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF SUBSURFACE QUALITY DATA BY THE FHA. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 6.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION. 8.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 9.ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. 10.ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER DIRECTLY FROM THE TESTING AGENCY. 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS-BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILT DATA SHALL BE COLLECTED BY A STATE PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE ENGAGED BY THE CONTRACTOR. 12.ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED. 13.ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE. 14.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER. 15.SHOULD CONTRACTOR ENCOUNTER ANY DEBRIS LADEN SOIL, STRUCTURES NOT IDENTIFIED IN THE DOCUMENTS, OR OTHER SOURCE OF POTENTIAL CONTAMINATION, THEY SHALL IMMEDIATELY CONTACT THE ENGINEER AND OWNER. 16.CONTRACTOR SHALL NOTIFY OWNER AND/OR ENGINEER 48 HOURS IN ADVANCE OF THE FOLLOWING ACTIVITIES: PRE-CONSTRUCTION MEETING, SUBGRADE PREPARATION, BASE INSTALLATION, ASPHALT INSTALLATION, UNDERGROUND PIPING AND UTILITIES INSTALLATION,INSTALLATION OF STRUCTURES, CHECK VALVES, HYDRANTS, METERS, ETC., SIDEWALK INSTALLATION, CONNECTIONS TO WATER AND SEWER MAINS, TESTS OF UTILITIES. EROSION CONTROL NOTES 1.THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. 3.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER. 4.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION, AND SHALL MAINTAIN COMPLIANCE WITH APPLICABLE LAWS AND REGULATIONS FOR THE DURATION OF CONSTRUCTION. 5.THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT EROSION AND OFF-SITE SEDIMENT DISCHARGE FROM THE CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER. 6.BMPS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION AS REQUIRED BY ALL JURISDICTIONS UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A CERTIFIED PERSON AT LEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5-INCH OR GREATER RAINFALL EVENT. 7.EROSION & SEDIMENT CONTROL BMPS SHALL BE MAINTAINED IN ACCORDANCE WITH THE FOLLOWING: 7.1.INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. 7.2.ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO VERIFY THAT A HEALTHY STAND OF VEGETATION IS MAINTAINED. SEEDED AREAS SHOULD BE FERTILIZED, WATERED AND RE-SEEDED AS NEEDED. REFER TO THE LANDSCAPE PLAN AND PROJECT SPECIFICATIONS. 7.3.SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE. 7.4.THE ROCK CONSTRUCTION ENTRANCE(S) SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC ADDITIONS OF ROCK TOP DRESSING AS CONDITIONS DEMAND. 7.5.THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC ADDITIONS OF TOP DRESSING IF THE TEMPORARY PARKING CONDITIONS DEMAND. 7.6.PERFORM ALL MAINTENANCE OPERATIONS IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION. PAVING AND STRIPING NOTES 1.ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH LOCAL OR COUNTY SPECIFICATIONS AND STANDARDS (LATEST EDITION) OR STATE DOT SPECIFICATIONS AND STANDARDS (LATEST EDITION) IF NOT COVERED BY LOCAL OR COUNTY REGULATIONS. 2.ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D) AND CITY STANDARDS. 3.CONTRACTOR SHALL FURNISH ALL PAVEMENT MARKINGS FOR FIRE LANES, ROADWAY LANES, PARKING STALLS, ACCESSIBLE PARKING SYMBOLS, ACCESS AISLES, STOP BARS AND SIGNS, AND MISCELLANEOUS STRIPING WITHIN THE PARKING LOT AS SHOWN ON THE PLANS. 4.ALL EXPANSION JOINTS SHALL EXTEND THROUGH THE CURB. 5.THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET. 6.ALL JOINTS, INCLUDING EXPANSION JOINTS WITH REMOVABLE TACK STRIPS, SHALL BE SEALED WITH JOINT SEALANT. 7.THE MATERIALS AND PROPERTIES OF ALL CONCRETE SHALL MEET THE APPLICABLE REQUIREMENTS IN THE A.C.I. (AMERICAN CONCRETE INSTITUTE) MANUAL OF CONCRETE PRACTICE. 8.CONTRACTOR SHALL APPLY A SECOND COATING OVER ALL PAVEMENT MARKINGS PRIOR TO ACCEPTANCE BY OWNER FOLLOWED BY A COAT OF GLASS BEADS AS APPLICABLE PER THE PROJECT DOCUMENTS. 9.ANY EXISTING PAVEMENT, CURBS AND/OR SIDEWALKS DAMAGED OR REMOVED WILL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE TO THE SATISFACTION OF THE ENGINEER AND OWNER. 10.BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY SUITABLE ACCESSIBLE ROUTES (PER A.D.A). GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 11.MAXIMUM JOINT SPACING IS TWICE THE DEPTH OF THE CONCRETE PAVEMENT IN FEET. GRADING AND DRAINAGE NOTES 1.GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE START OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 2.THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL ADJUST BMP'S AS NECESSARY AND REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. 3.CONTRACTOR SHALL ENSURE THERE IS POSITIVE DRAINAGE FROM THE PROPOSED BUILDINGS SO THAT SURFACE RUNOFF WILL DRAIN BY GRAVITY TO NEW OR EXISTING DRAINAGE OUTLETS. CONTRACTOR SHALL ENSURE NO PONDING OCCURS IN PAVED AREAS AND SHALL NOTIFY ENGINEER IF ANY GRADING DISCREPANCIES ARE FOUND IN THE EXISTING AND PROPOSED GRADES PRIOR TO PLACEMENT OF PAVEMENT OR UTILITIES. 4.CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES THAT ARE TO REMAIN IN PLACE AND UNDISTURBED DURING CONSTRUCTION. EXISTING CASTINGS AND STRUCTURES TO REMAIN SHALL BE ADJUSTED TO MATCH THE PROPOSED FINISHED GRADES. 5.BACKFILL FOR UTILITY LINES SHALL BE PLACED PER DETAILS, STANDARDS, AND SPECIFICATIONS SO THAT THE UTILITY WILL BE STABLE. WHERE UTILITY LINES CROSS THE PARKING LOT, THE TOP 6 INCHES SHALL BE COMPACTED SIMILARLY TO THE REMAINDER OF THE LOT. UTILITY DITCHES SHALL BE VISUALLY INSPECTED DURING THE EXCAVATION PROCESS TO ENSURE THAT UNDESIRABLE FILL IS NOT USED. 6.CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF 4" OF TOPSOIL AT COMPLETION OF WORK. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND SODDED. 7.AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. 8.WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALL SAW CUT FULL DEPTH FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. 9.THE CONTRACTOR SHALL INSTALL PROTECTION OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. 10.IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY EXCAVATION. 11.FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO STATE DOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 12.ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHED AS SHOWN ON THE LANDSCAPING PLAN. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 14.SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES. 15.THE CONTRACTOR SHALL ENSURE THAT LANDSCAPE ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER. 16.THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'S RECOMMENDATIONS AND STATE DOT SPECIFICATIONS. 17.PAVEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDATION OF THE SITE SPECIFIC GEOTECHNICAL EVALUATION REPORT AND CITY & STATE DOT SPECIFICATIONS. 18.SPOT ELEVATIONS REPRESENT THE FINISHED SURFACE GRADE OR FLOWLINE OF CURB UNLESS OTHERWISE NOTED. 19.LIMITS OF CONSTRUCTION ARE TO THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED ON THE PLAN. 20.IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. 21.THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION WITHOUT COMPENSATION. 22.BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. 23.ALL PROPOSED GRADES ONSITE SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE INDICATED ON THE PLANS. ANY SLOPES STEEPER THAN 4:1 REQUIRE EROSION AND SEDIMENT CONTROL BLANKET. 24.ADHERE TO ALL TERMS AND CONDITIONS AS NECESSARY IN THE GENERAL N.P.D.E.S. PERMIT AND STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 25.ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. WATER STORM SEWER & SANITARY SEWER NOTES 1.THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES, GRAVITY SEWER LINES, AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 2.ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN ACCORDANCE WITH THE NOTES CONTAINED IN THE GENERAL CONSTRUCTION SECTION OF THIS SHEET. 3.THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE. 4.DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THE PLANS. 5.ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'S RECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY D.I. PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED. ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROM THE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6.WATER FOR FIRE FIGHTING SHALL BE MADE AVAILABLE FOR USE BY THE CONTRACTOR PRIOR TO COMBUSTIBLES BEING BROUGHT ON SITE. 7.ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BE COMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'S SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 8.UNDERGROUND UTILITY LINES SHALL BE SURVEYED BY A STATE LICENSED PROFESSIONAL LAND SURVEYOR PRIOR TO BACK FILLING. 9.CONTRACTOR SHALL PERFORM, AT THEIR OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOT BE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND A MANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNER AND JURISDICTIONAL AGENCY AS REQUIRED. 10.BETWEEN WATER AND SEWER MANHOLES AND PIPES, CONTRACTOR SHALL PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 10-FEET AND A MINIMUM VERTICAL SEPARATION OF 18-INCHES. 11.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 12.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT UNLESS OTHERWISE STATED BY CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS. 13.UNLESS OTHERWISE STATED IN CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS, ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". EXISTING CASTINGS AND STRUCTURES WITHIN PROJECT LIMITS SHALL BE ADJUSTED TO MEET THESE CONDITIONS AND THE PROPOSED FINISHED GRADE. 14.TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 15.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 16.ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR FROM INVERT IN TO INVERT OUT. 17.ROOF DRAINS SHALL BE CONNECTED TO STORM SEWER BY PREFABRICATED WYES OR AT STORM STRUCTURES. ROOF DRAINS AND TRUCK WELL DRAIN SHALL RUN AT A MINIMUM 1% SLOPE, UNLESS NOTED OTHERWISE, AND TIE IN AT THE CENTERLINE OF THE STORM MAIN. 18.PROVIDE INSULATION OF UNDERGROUND ROOF DRAINS AND SANITARY SEWER SERVICES IF ADEQUATE FROST DEPTH CANNOT BE PROVIDED. 19.THE CONTRACTOR SHALL PROTECT EXISTING UNDERGROUND UTILITIES AND APPURTENANCES THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION OPERATIONS. 20.THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES AND OTHER ABOVE AND BELOW-GRADE IMPROVEMENTS ARE APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE AND INVERT ELEVATIONS OF EACH PRIOR TO THE START OF CONSTRUCTION. 21.A MINIMUM SEPARATION OF 5-FEET IS REQUIRED BETWEEN UNDERGROUND UTILITIES AND TREES UNLESS A ROOT BARRIER IS UTILIZED. 22.GAS, PHONE AND ELECTRIC SERVICES SHOWN FOR INFORMATIONAL PURPOSES ONLY. DRY UTILITY COMPANIES MAY ALTER THE DESIGN LAYOUT DURING THEIR REVIEW. CONTRACTOR TO COORDINATE FINAL DESIGN AND INSTALLATION WITH UTILITY COMPANIES. 23.COORDINATE UTILITY INSTALLATION WITH IRRIGATION DESIGN AND INSTALLATION. 24.ALL DIMENSIONS ARE TO FLOW LINE OF CURB UNLESS OTHERWISE NOTED. PERIMETER WALL DIMENSIONS ARE TO INSIDE WALL FACE. REFERENCE ARCHITECTURAL PLANS FOR EXACT WALL WIDTH AND SPECIFICATIONS. 25.REFERENCE ARCHITECTURAL PLANS (BY OTHERS) FOR EXACT BUILDING DIMENSIONS, MATERIALS SPECIFICATIONS. 26.REFERENCE M.E.P. PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND SPECIFICATIONS. 27.CONTRACTOR SHALL REFERENCE STRUCTURAL PLANS (BY OTHERS) FOR FOOTING AND FOUNDATION PAD PREPARATION SPECIFICATIONS. 28.CONTRACTOR SHALL REFERENCE M.E.P PLANS (BY OTHERS) FOR ROUTING OF PROPOSED ELECTRICAL & COMMUNICATIONS SERVICES AND SITE LIGHTING LAYOUT. THIRD PARTY SUPPLEMENTAL INFORMATION KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED WITHIN SUPPLEMENTAL INFORMATION PROVIDED BY THIRD PARTY CONSULTANTS. 1.BOUNDARY & TOPOGRAPHIC SURVEY PERFORMED BY: CORNERSTONE LAND SURVEYING, INC ADDRESS: 1970 NORTHWESTERN AVE. SUITE 200 STILLWATER, MN 55082 PHONE: 651-275-8969 DATED: 12/09/2023 2.GEOTECHNICAL EVALUATION REPORT PERFORMED BY: AMERICAN ENGINEERING TESTING ADDRESS: 550 CLEVELAND AVE. N ST PAUL, MN 55114 · PHONE: 651-659-9001 DATED: 05/12/2023 C100 GENERAL NOTES PID:3603121420003 OWNER: WRITGT LIV TRS ZONING: AG USE: RES 1 UNIT PID:3603121420004 OWNER: JEROME CORT L & BETH A ZONING: AG USE: RES 1 UNIT PID:3603121130003 OWNER: KAMRATH DEBORAH & ALYSSA M TAYLOR ZONING: AG USE: RES 1 UNIT PID:3603121140004 OWNER: SPRING MEADOW FARM LLC ZONING: AG USE: AGRICULTURAL PID:3103120230001 OWNER: DOBROTKA DAVID S & SHELLEY J ZONING: AG USE: RES 1 UNIT PID:3103120240001 OWNER: JOHN T CARLSON TRS ZONING: AG USE: AGRICULTURAL PID:3103120310001 OWNER: MARCIA F DORNFELD & ROBERT J DORNFELD TRS ZONING: AG USE: AGRICULTURAL PID:3103120310002 OWNER: MARCIA F DORNFELD & ROBERT J DORNFELD TRS ZONING: AG USE: AGRICULTURAL PID:3103120330011 OWNER: MARVIN E ZAHLER TRS & JANET M ZAHLER TRS ZONING: AG USE: AGRICULTURAL PID:3603121440003 OWNER: MARVIN E ZAHLER TRS & JANET M ZAHLER TRS ZONING: RR USE: AGRICULTURAL PID:3603121420005 OWNER: ECKER JOEL T & CHRISTINE E ZONING: AG USE: AGRICULTURAL PID:3603121430002 OWNER: STOLTZ MARK ZONING: RR USE: RES 1 UNIT PID:3603121430007 OWNER: GALLAGHER THOMAS M & PEGGY A ZONING: RR USE: RES 1 UNIT PID:3603121420003 OWNER: WRITGT LIV TRS ZONING: AG USE: RES 1 UNIT PID:3103120330006 OWNER: KEYSTONE WEDDINGS & EVENTS LLC ZONING: AG USE: RES V LAND PID:3103120340004 OWNER: WITHROW CEMETERY ZONING: AG USE: CEMETERY-PUBLIC PID:3103120340001 OWNER: DEWOLF KEITH GERALD ZONING: AG USE: AGRICULTURAL PID:3103120230004 OWNER: COURTEAU STEVE & CAROL ZONING: AG USE: RES 1 UNIT PID:3103120230006 OWNER: HOGAN DENNIS & AMALIA ZONING: AG USE: RES 1 UNIT PID:3603121130003 OWNER: LOVAS DAVID & SHARA ZONING: AG USE: RES 1 UNIT PID:3603121140003 OWNER: WANDSCHNEIDER CHAD F & SARA ZONING: AG USE: RES 1 UNIT PID:3603121130002 OWNER: GOODSELL ROBERT F & KATHLEEN M ZONING: AG USE: AGRICULTURAL PID:3603121140001 OWNER: THRON GARY D & ALISON G ZONING: AG USE: RES 1 UNIT PID:3603121140002 OWNER: DOBROTKA DAVID S & SHELLEY J ZONING: AG USE: RES 1 UNIT PID:3103120340002 OWNER: DEWOLF KEITH GERALD ZONING: AG USE: AGRICULTURALPID:3103120340003OWNER: WITHROW CEMETERYZONING: AGUSE: CEMETERY-PUBLICPID:3103120330004 OWNER: KEYSTONE WEDDINGS & EVENTS LLC ZONING: AG USE: COMMERCIAL PID:3603121410014 OWNER: FERGUSON RUSTY & SHERYL ZONING: AG USE: RES 1 UNIT PID:3603121410013 OWNER: ECKER MARY ZONING: AG USE: RES 1 UNIT PID:3603121410016 OWNER: POIRIER TERRY & TRACY ZONING: AG USE: RES 1 UNIT PID:3603121410003 OWNER:QWEST ZONING:AG USE:INDUSTRIAL PID:3603121410002 OWNER: LIBERTY CLASSICAL ACADEMY ZONING: AG USE: SCHOOLS-PRIVATE PID:3603121410001 OWNER: LIBERTY CLASSICAL ACADEMY ZONING: AG USE: SCHOOLS-PRIVATE PID:3103120320001 OWNER: LIBERTY CLASSICAL ACADEMY ZONING: AG USE: SCHOOLS-PRIVATE Know what'sbelow. before you dig.Call R NORTH LEGEND PROPERTY LINE ISSUES & REVISIONS COMMISSION NO: DRAWN BY: CHECKED BY: SHEET 767 N. EUSTIS STREET, SUITE 190 ST. PAUL, MINNESOTA 55114 651.642.9200 WWW.POPEDESIGN.COM POPE DESIGN GROUP DATE 160061004 GAR MCB LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. MITCHELL COOKAS, PLA 56522 MICHAEL C. BRANDT, P.E. 03/29/2024 462661DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO. NOT FOR CONSTRUCTION SCHEMATIC PRICING4-14-23 1 CITY SUBMITTAL11-30-23 © 2023 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONCITY & BCWD RESUBMITTAL 03-29-24 C101 ADJACENT PARCEL MAP OHWOHWOHWOHWOHWOHWOHW OHW OHW262615 6440983.78CLVERT FLED IN6442983.45CULVERT FILLED6566981.61CULVERT 16 CMP TOP6567981.43CULVERT 16 CMP TOP985 985990995983983984984986 986 987 987987987 988988 988988 988 989989 989991992 993 994 996 997980985981982983984986REMOVE/RELOCATE EXISTING PLAYGROUNDPHASE I LIMITS OFDISTURBANCE980 985977 978 979 981982983 984986987988 REMOVE EXISTING SEPTIC FIELD, TANKS AND PUMPSIN ACCORDANCE WITH MPCA CHAPTER 7080 ONCENEW SEPTIC SYSTEM IS RUNNING. COORDINATEWITH LOCAL AND STATE AGENCIES FOR REQUIREDAPPROVALS.EXISTING LOWERSCHOOLGOGGINSLAKEOHW: 965.5EXISTING DNRMONITORING WELL,PROTECT IN PLACEEXISTING SHEDEXISTING HOMEEXISTING SHEDEXISTING FENCINGEXISTING SHEDEXISTING WELL,PROTECT IN PLACEAPPROXIMATEWETLAND SETBACKAPPROXIMATEWETLAND LIMITSAPPROXIMATEWETLAND LIMITSEXISTING TRASHSERVICE, DO NOTDISTURBKELLER AVE EXISTING DRIVEWAY,DO NOT DISTURBEXISTING DRIVEWAY,DO NOT DISTURBEXISTING DRIVEWAY,DO NOT DISTURB122ND STRELOCATE POWERPOLE, COORDINATEWITH UTILITYPROVIDERRELOCATE POWERPOLE, COORDINATEWITH UTILITYPROVIDERRELOCATECOMMUNICATIONEQUIPMENT,COORDINATE WITHUTILITY PROVIDERRELOCATEEXISTING SIGNDO NOT DISTURB EXISTINGPRIVATE DRIVEWAYRELOCATE EXISTINGLIGHT POLESEXISTING WELL,PROTECT IN PLACEEXISTING CULVERTS,PROTECT IN PLACEEXISTING CULVERT,PROTECT IN PLACEREMOVE ENTRANCEFUTURE SEPTICAREA - DO NOTDISTURBEXISTING CULVERT,PROTECT IN PLACEEXISTING CULVERT,PROTECT IN PLACEREMOVE EXISTING RAINGARDEN, OUTLET ANDSTRUCTUREREMOVE EXISTINGDRIVEWAYCONNECTIONREMOVE/RELOCATE EXISTING PLAYGROUNDDELINEATEDWETLAND LIMITSEXISTING UTILITIES, PROTECT IN PLACEOR COORDINATE RELOCATION WITHMEP AND UTILITY COMPANIESPROTECT EXISTING STRUCTURESAND FEATURES OUTSIDE OFDISTURBANCE LIMITS (TYP.)ISSUES & REVISIONSCOMMISSION NO:DRAWN BY:CHECKED BY:SHEET767 N. EUSTIS STREET, SUITE 190ST. PAUL, MINNESOTA 55114651.642.9200WWW.POPEDESIGN.COMPOPE DESIGN GROUPDATE160061004GARMCBMICHAEL C. BRANDT, P.E.03/29/2024462661DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.NOT FOR CONSTRUCTIONSCHEMATIC PRICING4-14-231CITY SUBMITTAL11-30-23 © 2023 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMPRELIMINARY - NOT FOR CONSTRUCTION CITY & BCWDRESUBMITTAL03-29-24NORTHKnow what'sbelow.before you dig.CallRLIMITS OF CONSTRUCTIONREMOVE BITUMINOUS SURFACEREMOVE CONCRETE SURFACEMILL AND OVERLAYREMOVE CONCRETE CURB & GUTTERPROPERTY LINEEXISTING OVERHEAD POWER LINEEXISTING CHAINLINK FENCEEXISTING SANITARY SEWEREXISTING STORM SEWEREXISTING WATERMAINEXISTING GAS MAINEXISTING UNDERGROUND COMMUNICATION LINEEXISTING UNDERGROUND CABLEEXISTING CONTOUREXISTING SIGNCLEARING & GRUBBINGEXISTING CURB & GUTTER1.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATIONAPPROVED BY ALL GOVERNING AUTHORITIES) OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS,PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THE PLANSCAN BE CONSTRUCTED. FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL ANDBROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS.2.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRISIN A LAWFUL MANNER. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR DEMOLITION ANDDISPOSAL. CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND RECEIPTS OF DISPOSAL OFMATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE.3.THE CONTRACTOR SHALL MAINTAIN UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. UTILITYSERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER ANDCOORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY.4.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVALAND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANYCONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES ANDANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR ISRESPONSIBLE FOR PAYING ALL FEES AND CHARGES.5.THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BESTINFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEERASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY,THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANIES TO PROVIDE LOCATIONS OF EXISTINGUTILITIES WITHIN PROPOSED WORK AREA.6.EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE BASED ON AVAILABLE RECORD PLAN DATA AND/ORFIELD UTILITY MARKINGS AND ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION. ADDITIONALUNMARKED OBSTACLES MAY EXIST ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITHCAUTION AROUND ANY ANTICIPATED UNDERGROUND FEATURES. GIVE NOTICE TO AFFECTED UTILITYCOMPANIES REGARDING REMOVAL OF SERVICE LINES AND CAP ANY ABANDONED LINES BEFORE PRECEDINGWITH THE PROPOSED WORK.7.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVED ORRELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BEPROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TOPROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TOEXISTING UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION.8.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC.(AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTIONMANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH THE CITY,COUNTY, AND STATE DOT AS NECESSARY.9.CONTRACTOR SHALL MAINTAIN ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION, AND SHALLNOTIFY ADJACENT PROPERTY OWNERS IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURINGCONSTRUCTION.10.PRIOR TO THE START OF DEMOLITION, INSTALL EROSION CONTROL BMP'S IN ACCORDANCE WITH THEEROSION & SEDIMENT CONTROL PLANS / SWPPP.11.CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIREDAS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THESURROUNDING PAVEMENT OR CURB, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL ANDREPAIR.12.THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE CITY WATER AND FIRE DEPARTMENTSTO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE SITE AND SURROUNDINGPROPERTIES THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FORARRANGING/PROVIDING ANY REQUIRED WATER MAIN SHUT OFFS WITH THE CITY. ANY COSTS ASSOCIATEDWITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRACOMPENSATION WILL BE PROVIDED.14.ALL UTILITIES SHOWN ARE EXISTING UTILITIES. REFER TO THE SITE SURVEY FOR EXISTING INVERT AND RIMELEVATIONS.15.IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNERIMMEDIATELY. ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITHSTATE REQUIREMENTS.16.IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALLCONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BEDISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS.17.CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE; ACTIVEDRAINTILE SHALL NOT BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER.LEGENDNOTESC200SITE DEMOLITION PLANEXISTING UNDERGROUND POWER LINEREMOVE AGGREGATE SURFACE OHWO H W OHW OH W OHWOHW OHWOHWOHW2626 15 OHWO H W OHW OH W OHWOHW OHWOHWOHW2626 15 49 507 49B 155B 507 49 120 120 49 454C 120 456 507 454F W 1040 49 49B 49B 49 507 49B 155B 507 49 120 120 49 454C 120 456 507 454F W 1040 49 49B 49B 49 507 49B 155B 507 49 120 120 49 454C 120 456 507 454F W 1040 49 49B 49B A A A B B C C DO NOT DISTURB EXISTING NATIVE AREA A AA A A A 0.25 %1.28%2.10%3.65%8.51%12.51 % 0.41% 1.68%3.97% 3.03%2.09%1.96 % 3.05 %4.65%1.02% 2.20%3.00%1.93%20.36%23.92%17.05%20.86%2.65%0.75%0.73% 1.93%2.15%USE PERMANENT BMP AS TEMPORARY SEDIMENTATION BASIN. CONTRACTOR TO REMOVE SEDIMENTATION FROM BMP ONCE SITE HAS BEEN FULLY STABILIZED. APPROXIMATE WETLAND SETBACK APPROXIMATE WETLAND LIMITS APPROXIMATE WETLAND LIMITS ISSUES & REVISIONS COMMISSION NO: DRAWN BY: CHECKED BY: SHEET 767 N. EUSTIS STREET, SUITE 190 ST. PAUL, MINNESOTA 55114 651.642.9200 WWW.POPEDESIGN.COM POPE DESIGN GROUP DATE 160061004 GAR MCB MICHAEL C. BRANDT, P.E. 03/29/2024 462661DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO. NOT FOR CONSTRUCTION SCHEMATIC PRICING4-14-23 1 CITY SUBMITTAL11-30-23 © 2023 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONCITY & BCWD RESUBMITTAL 03-29-24 NORTH 1.INSTALL PERIMETER EROSION CONTROL (I.E. SILT FENCE) AND INLET PROTECTION AT EXISTING STORMWATER INLETS. 2.CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE AND CONCRETE WASHOUT 3.PREPARE TEMPORARY PARKING AND STORAGE AREA. 4.CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT BASINS. 5.CLEAR AND GRUB THE SITE. 6.BEGIN MASS SITE GRADING AND ROUGH GRADE SITE SUFFICIENTLY TO ESTABLISH PROPOSED DRAINAGE PATTERNS. 7.START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES. 8.TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DISTURBED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE OR AS REQUIRED BY THE NPDES AND/OR CITY GRADING PERMIT(S). NOTE: THE SEQUENCE OF CONSTRUCTION IS INTENDED TO CONVEY THE GENERAL CONCEPTS OF THE EROSION CONTROL DESIGN AND SHOULD NOT BE RELIED UPON FOR CONSTRUCTION PURPOSES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING AND CONSTRUCTION SEQUENCING NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING IMMEDIATELY, PRIOR TO AND/OR DURING CONSTRUCTION IF ANY ADDITIONAL INFORMATION ON THE CONSTRUCTION SEQUENCE IS NECESSARY. PHASE 1 SEQUENCE OF CONSTRUCTION ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE SAFETY FENCE BIOROLL LEGEND EROSION CONTROL BLANKET Know what'sbelow. before you dig.Call 1.THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH LAND DISTURBING ACTIVITIES SHALL OBTAIN A COPY OF THE SWPPP AND NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT, AND BECOME FAMILIAR WITH THEIR CONTENTS. 3.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE AND LOCAL REQUIREMENTS, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY, ENGINEER OR OWNER. 4.SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO A PUBLIC ROADWAY FROM THE CONSTRUCTION SITE MUST BE REMOVED AS SOON AS PRACTICABLE. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ANY FINES IMPOSED FOR DISCHARGING SEDIMENT ONTO A PUBLIC RIGHT OF WAY SHALL BE PAID BY THE CONTRACTOR. 5.TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE INITIATED WITHIN 7 DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE. 6.THE CONTRACTOR SHALL MINIMIZE LAND DISTURBANCE AND CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 7.CONTRACTOR SHALL DENOTE ON THE PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 8.ALL WASH WATER FROM THE CONSTRUCTION SITE (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED BEFORE DISPOSAL. 9.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 11.RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12.STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED OUTSIDE OF DRAINAGE WAYS SUCH THAT STORM WATER RUNOFF WILL NOT BE ADVERSELY AFFECTED. PROVIDE STABILIZATION MEASURES SUCH AS PERIMETER EROSION CONTROL BMP'S, SEEDING, OR OTHER COVERING AS NECESSARY TO PREVENT EROSION. 13.CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL BMP DISTURBED DURING CONSTRUCTION OPERATIONS. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OF STORM WATER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT LIMITED TO) EXCESS CONCRETE DUMPING, CONCRETE RESIDUE, PAINTS, SOLVENTS, GREASES, FUELS, LUBRICANT OILS, PESTICIDES, AND SOLID WASTE MATERIALS. 14.EROSION CONTROL BMP'S SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE START OF LAND-DISTURBING ACTIVITIES ON THE PROJECT, AND INITIATED AS SOON AS PRACTICABLE. 15.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION, AND SHALL MAINTAIN COMPLIANCE WITH APPLICABLE LAWS AND REGULATIONS FOR THE DURATION OF CONSTRUCTION. 16.THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT EROSION AND OFF-SITE SEDIMENT DISCHARGE FROM THE CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER. EROSION CONTROL PLAN NOTES PHASE I BMP QUANTITIES SILT FENCE ±6,675 LF INLET PROTECTION 3 EA ROCK CONSTRUCTION ENTRANCE 2 EA THE CONTRACTOR MUST UPDATE THE SWPPP BY NOTING ON THE SITE MAPS IN THE JOB SITE BINDER TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE FOR THE DURATION OF LAND DISTURBING ACTIVITIES. AT A MINIMUM, UPDATES SHALL BE MADE DAILY TO TRACK CONSTRUCTION PROGRESS DESCRIBED IN THE SEQUENCE OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR NOTING THE LOCATION OF THE JOB SITE TRAILER, TEMPORARY PARKING & LAYDOWN AREAS, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL & MATERIAL STORAGE, SOLID WASTE CONTAINERS, AND OTHER CONSTRUCTION RELATED FACILITIES THAT MAY IMPACT STORMWATER RUNOFF. SWPPP UPDATES & AMENDMENTS KEYNOTE LEGEND SILT FENCE INLET PROTECTION ROCK CONSTRUCTION ENTRANCE A B C C300 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 SOIL BOUNDARY - PER NRCS XXX SOIL TYPE - PER NRCS SOIL MAP LEGEND MAP UNIT SYMBOL MAP UNIT NAME ACRES IN AOI PERCENT OF AOI 49 ANTIGO SILT LOAM, 0 TO 2% SLOPES 60.1 56.05% 49B ANTIGO SILT LOAM, 2 TO 6% SLOPES 6.6 6.2% 120 BRILL SILT LOAM 11.8 11.1% 155B CHETEK SANDY LOAM, 1 TO 6% SLOPES 1.4 1.40% 454C MAHTOMEDI LOAMY SAND, 6 TO 12% SLOPES 0.6 .5% 456 BARRONETT SILT LOAM, 0 TO 2% SLOPES 2.7 2.6% 507 POSKIN SILT LOAM 18.1 17% W WATER 0.1 .1% TOTAL FOR AREA OF INTEREST 106.5 100% 49 507 49B 155B 507 49 120 120 49 454C 120 456 507 454F W 1040 49 49B 49B 970 9 7 0 975 9 7 5 9 8 0 980985985 9 8 59859 9 0 9 9 0 986 9 8 6 9 8 7 987 9 8 7 A A A B C B B B B B B B B B B B B B B B B B B B B B B B B B D B B B 986 986 985 98 5 9 8 6 986 9 7 9980981982983 98598599 0 99099099098498498698698798798 8 988 98898898 9 98998999 0 995 995988 98 9 99 1 9 9 1 9 9 1 9 9 2 9 9 2 9 9 2 99 3 9939 9 3 9 9 4 994A A A A A A USE PERMANENT BMP AS TEMPORARY SEDIMENTATION BASIN. CONTRACTOR TO REMOVE SEDIMENTATION FROM BMP ONCE SITE HAS BEEN FULLY STABILIZED. C B BB B B B B B B B BB B B B B B B B B B B B B BB B B B B B BB B ISSUES & REVISIONS COMMISSION NO: DRAWN BY: CHECKED BY: SHEET 767 N. EUSTIS STREET, SUITE 190 ST. PAUL, MINNESOTA 55114 651.642.9200 WWW.POPEDESIGN.COM POPE DESIGN GROUP DATE 160061004 GAR MCB MICHAEL C. BRANDT, P.E. 03/29/2024 462661DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO. NOT FOR CONSTRUCTION SCHEMATIC PRICING4-14-23 1 CITY SUBMITTAL11-30-23 © 2023 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONCITY & BCWD RESUBMITTAL 03-29-24 NORTH PHASE 2 SEQUENCE OF CONSTRUCTION ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE SAFETY FENCE BIOROLL LEGEND EROSION CONTROL BLANKET Know what'sbelow. before you dig.Call 1.THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH LAND DISTURBING ACTIVITIES SHALL OBTAIN A COPY OF THE SWPPP AND NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT, AND BECOME FAMILIAR WITH THEIR CONTENTS. 3.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE AND LOCAL REQUIREMENTS, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY, ENGINEER OR OWNER. 4.SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO A PUBLIC ROADWAY FROM THE CONSTRUCTION SITE MUST BE REMOVED AS SOON AS PRACTICABLE. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ANY FINES IMPOSED FOR DISCHARGING SEDIMENT ONTO A PUBLIC RIGHT OF WAY SHALL BE PAID BY THE CONTRACTOR. 5.TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE INITIATED WITHIN 7 DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE. 6.THE CONTRACTOR SHALL MINIMIZE LAND DISTURBANCE AND CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 7.CONTRACTOR SHALL DENOTE ON THE PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 8.ALL WASH WATER FROM THE CONSTRUCTION SITE (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED BEFORE DISPOSAL. 9.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 11.RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12.STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED OUTSIDE OF DRAINAGE WAYS SUCH THAT STORM WATER RUNOFF WILL NOT BE ADVERSELY AFFECTED. PROVIDE STABILIZATION MEASURES SUCH AS PERIMETER EROSION CONTROL BMP'S, SEEDING, OR OTHER COVERING AS NECESSARY TO PREVENT EROSION. 13.CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL BMP DISTURBED DURING CONSTRUCTION OPERATIONS. NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OF STORM WATER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT LIMITED TO) EXCESS CONCRETE DUMPING, CONCRETE RESIDUE, PAINTS, SOLVENTS, GREASES, FUELS, LUBRICANT OILS, PESTICIDES, AND SOLID WASTE MATERIALS. 14.EROSION CONTROL BMP'S SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE START OF LAND-DISTURBING ACTIVITIES ON THE PROJECT, AND INITIATED AS SOON AS PRACTICABLE. 15.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION, AND SHALL MAINTAIN COMPLIANCE WITH APPLICABLE LAWS AND REGULATIONS FOR THE DURATION OF CONSTRUCTION. 16.THE CONTRACTOR SHALL FIELD ADJUST AND/OR PROVIDE ADDITIONAL EROSION CONTROL BMP'S AS NEEDED TO PREVENT EROSION AND OFF-SITE SEDIMENT DISCHARGE FROM THE CONSTRUCTION SITE. LOG AND RECORD ANY ADJUSTMENTS AND DEVIATIONS FROM THE APPROVED EROSION CONTROL PLANS WITHIN THE SWPPP DOCUMENTS STORED IN THE JOB SITE TRAILER. EROSION CONTROL PLAN NOTES PHASE II BMP QUANTITIES SILT FENCE ±6,700 LF INLET PROTECTION 65 EA ROCK CONSTRUCTION ENTRANCE 2 EA BIOROLL ±1,800 LF THE CONTRACTOR MUST UPDATE THE SWPPP BY NOTING ON THE SITE MAPS IN THE JOB SITE BINDER TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE FOR THE DURATION OF LAND DISTURBING ACTIVITIES. AT A MINIMUM, UPDATES SHALL BE MADE DAILY TO TRACK CONSTRUCTION PROGRESS DESCRIBED IN THE SEQUENCE OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR NOTING THE LOCATION OF THE JOB SITE TRAILER, TEMPORARY PARKING & LAYDOWN AREAS, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL & MATERIAL STORAGE, SOLID WASTE CONTAINERS, AND OTHER CONSTRUCTION RELATED FACILITIES THAT MAY IMPACT STORMWATER RUNOFF. SWPPP UPDATES & AMENDMENTS KEYNOTE LEGEND SILT FENCE INLET PROTECTION ROCK CONSTRUCTION ENTRANCE BIOROLL A B C D C301 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2 1.TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE. 2.CONSTRUCT UNDERGROUND SITE UTILITIES AND STORM SEWER, INCLUDING UNDERGROUND STORMWATER MANAGEMENT SYSTEM. 3.INSTALL APPROPRIATE INLET PROTECTION AT ANY NEW STORM SEWER STRUCTURES AS EACH STRUCTURE IS CONSTRUCTED. 4.COMPLETE SITE GRADING AND PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 5.PLACE PAVEMENT BASE MATERIAL AND INSTALL SUBDRAINAGE SYSTEM. 6.CONSTRUCT PAVEMENTS, CURB & GUTTER, AND SIDEWALKS. 7.AS APPROPRIATE, REPLACE & MAINTAIN INLET PROTECTION DEVICES WITHIN PAVED AREAS AS WORK PROGRESSES. 8.COMPLETE FINAL GRADING AND INSTALL OF PERMANENT STABILIZATION (SEEDING, SODDING, ETC.) WITHIN LANDSCAPED AREAS. 9.WHEN THE SITE HAS ACHIEVED FINAL STABILIZATION AS DEFINED BY THE APPLICABLE EROSION CONTROL PERMITS, REMOVE ALL REMAINING TEMPORARY EROSION & SEDIMENT CONTROL BMP'S AND RE-STABILIZE ANY AREAS DISTURBED BY THE REMOVAL. NOTE: THE SEQUENCE OF CONSTRUCTION IS INTENDED TO CONVEY THE GENERAL CONCEPTS OF THE EROSION CONTROL DESIGN AND SHOULD NOT BE RELIED UPON FOR CONSTRUCTION PURPOSES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING AND CONSTRUCTION SEQUENCING NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING IMMEDIATELY, PRIOR TO AND/OR DURING CONSTRUCTION IF ANY ADDITIONAL INFORMATION ON THE CONSTRUCTION SEQUENCE IS NECESSARY. SOIL MAP LEGEND MAP UNIT SYMBOL MAP UNIT NAME ACRES IN AOI PERCENT OF AOI 49 ANTIGO SILT LOAM, 0 TO 2% SLOPES 60.1 56.05% 49B ANTIGO SILT LOAM, 2 TO 6% SLOPES 6.6 6.2% 120 BRILL SILT LOAM 11.8 11.1% 155B CHETEK SANDY LOAM, 1 TO 6% SLOPES 1.4 1.40% 454C MAHTOMEDI LOAMY SAND, 6 TO 12% SLOPES 0.6 .5% 456 BARRONETT SILT LOAM, 0 TO 2% SLOPES 2.7 2.6% 507 POSKIN SILT LOAM 18.1 17% W WATER 0.1 .1% TOTAL FOR AREA OF INTEREST 106.5 100% SOIL BOUNDARY - PER NRCS XXX SOIL TYPE - PER NRCS 2" SCH 80 2" SCH 802" SCH 80 2" SCH 80 2" SCH 80 2" SCH 802" SCH 80 2" SCH 80 2" SCH 80 2" SCH 802" SCH 80 2" SCH 80 2" SCH 80 2" SCH 802" SCH 80 2" SCH 80 NORMAL WATER LEVEL: 973.00 100-YR HWL: 978.30 EOF: 980.00 WATER QUALITY VOLUME: 701,969 CF TOTAL STORAGE VOLUME: 2,237,154 CF LOWER SCHOOL ±33,590 SF EXISTING LOWER SCHOOL GOGGINS LAKE OHW: 965.5 EXISTING DNR MONITORING WELL EXISTING HOME EXISTING SHED EXISTING FENCING SEPTIC SEPTICKELLER AVE122ND ST C403 C404 C405 C406 34 34 33 48 1210 34 UTILITY BUILDING, SEE ARCHITECTURAL PLANS 20' WIDE GRAVEL ACCESS PATH CITY OF HUGO / MAY TOWNSHIP LINE EXISTING FARM HOUSE , BUILDINGS, AND PAVEMENT TO REMAIN 26' SITE ENTRANCE LEGEND PROPERTY LINE CONCRETE SIDEWALK STORMWATER BASIN Know what'sbelow. before you dig.Call R NORTH PROPOSED SEPTIC FIELD ISSUES & REVISIONS COMMISSION NO: DRAWN BY: CHECKED BY: SHEET 767 N. EUSTIS STREET, SUITE 190 ST. PAUL, MINNESOTA 55114 651.642.9200 WWW.POPEDESIGN.COM POPE DESIGN GROUP DATE 160061004 GAR MCB MICHAEL C. BRANDT, P.E. 03/29/2024 462661DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO. NOT FOR CONSTRUCTION SCHEMATIC PRICING4-14-23 1 CITY SUBMITTAL11-30-23 © 2023 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONCITY & BCWD RESUBMITTAL 03-29-24 C402 OVERALL PHASE I SITE PLAN ASPHALT PAVEMENT SITE FENCING GRAVEL PARKING AREA PHASE I PARKING TOTAL REQUIRED PHASE I PARKING (PER CITY OF HUGO CODE, 1 SPACE PER 100 LOWER SCHOOL STUDENTS + 1 SPACE PER 4 UPPER SCHOOL STUDENTS + 1 SPACE PER CLASSROOM) 64 SPACES PROPOSED PHASE I PARKING 205 SPACES PHASE I CAMPUS PROJECTIONS PROJECTED PHASE I STUDENT POPULATION 336 PHASE I LOWER SCHOOL STUDENTS 186 PHASE I MIDDLE SCHOOL STUDENTS 0 PHASE I HIGH SCHOOL STUDENTS 150 PHASE 1 STAFF COUNT 35 TOTAL NUMBER OF PHASE I CLASSROOMS 24 PROPERTY SUMMARY TOTAL PROPERTY AREA 82.19 AC / 3,580,153 SF DISTURBED AREA 77.88 AC / 3,392,436 SF EXISTING IMPERVIOUS AREA 3.20 AC / 139,392 SF / 3.89% EXISTING PERVIOUS AREA 78.99 AC /3,440,761 SF / 96.11% PROPOSED IMPERVIOUS AREA 5.79 AC / 252,057 SF / 7.0% PROPOSED PERVIOUS AREA 76.40 AC / 3,328,096SF / 93.0% AREA OF WETLAND IMPACT 0.00 AC / 0 SF SITE DATA EXISTING ZONING AG PROPOSED ZONING AG PROPOSED LAND USE CONDITIONAL USE PERMIT - PRIVATE SCHOOL FRONT YARD BUILDING SETBACK 40' SIDE YARD BUILDING SETBACK 20' REAR YARD BUILDING SETBACK 50' ROW PARKING SETBACK 10' RESIDENTIALLY ZONED PROPERTY PARKING SETBACK 10' ALL OTHER PROPERTY LINE PARKING SETBACK 5' EXISTING SHED EXISTING FENCING EXISTING DRIVEWAY EXISTING DRIVEWAY EXISTING DRIVEWAY 227.69'B G K M M S PROPOSED RIGHT-OF-WAY 60.00' 10.00' 40.00' 10-FT PARKING SETBACK 40-FT BUILDING SETBACK 5.00'COUNTY ROAD 57 / KELLER AVE24.4' CITY OF HUGO/MAY TOWNSHIP LINE 13.0'300.0'150.00'26.00'R300.0' R15.0' R15.0'E E 26.00'W W CHANGE FROM B12 CURB TO BITUMINOUS CURB EXISTING RIGHT-OF-WAY C403 C404 C405 C406 Know what'sbelow. before you dig.Call R NORTH ISSUES & REVISIONS COMMISSION NO: DRAWN BY: CHECKED BY: SHEET 767 N. EUSTIS STREET, SUITE 190 ST. PAUL, MINNESOTA 55114 651.642.9200 WWW.POPEDESIGN.COM POPE DESIGN GROUP DATE 160061004 GAR MCB MICHAEL C. BRANDT, P.E. 03/29/2024 462661DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO. NOT FOR CONSTRUCTION SCHEMATIC PRICING4-14-23 1 CITY SUBMITTAL11-30-23 © 2023 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONCITY & BCWD RESUBMITTAL 03-29-24 BCWD RESUBMITTAL 05-03-2024 C403 PHASE I SITE PLAN ENLARGEMENT LEGEND PROPERTY LINE CONCRETE SIDEWALK STORMWATER BASIN PROPOSED SEPTIC FIELD ASPHALT PAVEMENT GRAVEL PARKING AREA PROPOSED CURB AND GUTTER SETBACK LINE AREA KEY MAP (N.T.S.) MATCH LINE SEE SHEET C405 MATCH LINE SEE SHEET C404PHASE I PARKING TOTAL REQUIRED PHASE I PARKING (PER CITY OF HUGO CODE, 1 SPACE PER 100 LOWER SCHOOL STUDENTS + 1 SPACE PER 4 UPPER SCHOOL STUDENTS + 1 SPACE PER CLASSROOM) 64 SPACES PROPOSED PHASE I PARKING 205 SPACES KEYNOTE LEGEND SIDEWALK, SEE INSET A ASPHALT PAVEMENT, SEE INSET B ASPHALT MILL AND OVERLAY, SEE INSET C AGGREGATE TRAILS, SEE INSET E B612 CURB & GUTTER TRANSITION CURB & GUTTER MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING ACCESSIBLE PEDESTRIAN CURB RAMP PROPOSED WELL REMOVABLE BOLLARD LANDSCAPE AREA, SEE LANDSCAPE PLANS GRAVEL PARKING AREA PAVEMENT MARKING ARROW PEDESTRIAN CROSS WALK PAVEMENT MARKING- SOLID STRIPING AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. STOP SIGN (R1-1) AND STOP BAR PER MUTCD STANDARDS PICK UP / DROP OFF LANE SIGN 'DO NOT ENTER/ FIRE ACCESS ONLY' SIGN ONE WAY DO NOT ENTER SIGN BITUMINOUS CURB A B C D E F G H I J K L M N O P Q R S T U V W PHASE I CAMPUS PROJECTIONS PROJECTED PHASE I STUDENT POPULATION 336 PHASE I LOWER SCHOOL STUDENTS 186 PHASE I MIDDLE SCHOOL STUDENTS 0 PHASE I HIGH SCHOOL STUDENTS 150 PHASE 1 STAFF COUNT 35 TOTAL NUMBER OF PHASE I CLASSROOMS 24 PROPERTY SUMMARY TOTAL PROPERTY AREA 82.19 AC / 3,580,153 SF DISTURBED AREA 77.88 AC / 3,392,436 SF EXISTING IMPERVIOUS AREA 3.20 AC / 139,392 SF / 3.89% EXISTING PERVIOUS AREA 78.99 AC /3,440,761 SF / 96.11% PROPOSED IMPERVIOUS AREA 5.79 AC / 252,057 SF / 7.0% PROPOSED PERVIOUS AREA 76.40 AC / 3,328,096 SF / 93.0% AREA OF WETLAND IMPACT 0.00 AC / 0 SF SITE DATA EXISTING ZONING AG PROPOSED ZONING AG PROPOSED LAND USE CONDITIONAL USE PERMIT - PRIVATE SCHOOL FRONT YARD BUILDING SETBACK 40' SIDE YARD BUILDING SETBACK 20' REAR YARD BUILDING SETBACK 50' ROW PARKING SETBACK 10' RESIDENTIALLY ZONED PROPERTY PARKING SETBACK 10' ALL OTHER PROPERTY LINE PARKING SETBACK 5' 2" SCH 80 2" SCH 802" SCH 8 0 2" SCH 80 2" SCH 80 2" SCH 8 02" SCH 80 2" SCH 80 2" SCH 80 2" SCH 8 0 2" SCH 8 0 2" SCH 80 2" SCH 80 2" SCH 8 02" SCH 80 2" SCH 80 GOGGINS LAKE OHW: 965.5 EXISTING SHED EXISTING HOME APPROXIMATE WETLAND SETBACK APPROXIMATE WETLAND LIMITS APPROXIMATE WETLAND LIMITS SEPTIC SEPTIC SYSTEM FOR PHASE ONE, SEE SEPTIC PLANS FOR DETAIL M CITY OF HUGO/MAY TOWNSHIP LINE UTILITY BUILDING, SEE ARCHITECTURAL PLAN 20' WIDE GRAVEL ACCESS PATH 209.04'C403 C404 C405 C406 Know what'sbelow. before you dig.Call R NORTH ISSUES & REVISIONS COMMISSION NO: DRAWN BY: CHECKED BY: SHEET 767 N. EUSTIS STREET, SUITE 190 ST. PAUL, MINNESOTA 55114 651.642.9200 WWW.POPEDESIGN.COM POPE DESIGN GROUP DATE 160061004 GAR MCB MICHAEL C. BRANDT, P.E. 03/29/2024 462661DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO. NOT FOR CONSTRUCTION SCHEMATIC PRICING4-14-23 1 CITY SUBMITTAL11-30-23 © 2023 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONCITY & BCWD RESUBMITTAL 03-29-24 C404 PHASE I SITE PLAN ENLARGEMENT LEGEND PROPERTY LINE CONCRETE SIDEWALK STORMWATER BASIN PROPOSED SEPTIC FIELD ASPHALT PAVEMENT GRAVEL PARKING AREA PROPOSED CURB AND GUTTER SETBACK LINE MATCH LINE SEE SHEET C406MATCH LINE SEE SHEET C403AREA KEY MAP (N.T.S.) PHASE I PARKING TOTAL REQUIRED PHASE I PARKING (PER CITY OF HUGO CODE, 1 SPACE PER 100 LOWER SCHOOL STUDENTS + 1 SPACE PER 4 UPPER SCHOOL STUDENTS + 1 SPACE PER CLASSROOM) 64 SPACES PROPOSED PHASE I PARKING 205 SPACES KEYNOTE LEGEND SIDEWALK, SEE INSET A ASPHALT PAVEMENT, SEE INSET B ASPHALT MILL AND OVERLAY, SEE INSET C AGGREGATE TRAILS, SEE INSET E B612 CURB & GUTTER TRANSITION CURB & GUTTER MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING ACCESSIBLE PEDESTRIAN CURB RAMP PROPOSED WELL REMOVABLE BOLLARD LANDSCAPE AREA, SEE LANDSCAPE PLANS GRAVEL PARKING AREA PAVEMENT MARKING ARROW PEDESTRIAN CROSS WALK PAVEMENT MARKING- SOLID STRIPING AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. STOP SIGN (R1-1) AND STOP BAR PER MUTCD STANDARDS PICK UP / DROP OFF LANE SIGN 'DO NOT ENTER/ FIRE ACCESS ONLY' SIGN ONE WAY DO NOT ENTER SIGN BITUMINOUS CURB A B C D E F G H I J K L M N O P Q R S T U V W PHASE I CAMPUS PROJECTIONS PROJECTED PHASE I STUDENT POPULATION 336 PHASE I LOWER SCHOOL STUDENTS 186 PHASE I MIDDLE SCHOOL STUDENTS 0 PHASE I HIGH SCHOOL STUDENTS 150 PHASE 1 STAFF COUNT 35 TOTAL NUMBER OF PHASE I CLASSROOMS 24 PROPERTY SUMMARY TOTAL PROPERTY AREA 82.19 AC / 3,580,153 SF DISTURBED AREA 77.88 AC / 3,392,436 SF EXISTING IMPERVIOUS AREA 3.20 AC / 139,392 SF / 3.89% EXISTING PERVIOUS AREA 78.99 AC /3,440,761 SF / 96.11% PROPOSED IMPERVIOUS AREA 5.79 AC / 252,057 SF / 7.0% PROPOSED PERVIOUS AREA 76.40 AC / 3,328,096 SF / 93.0% AREA OF WETLAND IMPACT 0.00 AC / 0 SF SITE DATA EXISTING ZONING AG PROPOSED ZONING AG PROPOSED LAND USE CONDITIONAL USE PERMIT - PRIVATE SCHOOL FRONT YARD BUILDING SETBACK 40' SIDE YARD BUILDING SETBACK 20' REAR YARD BUILDING SETBACK 50' ROW PARKING SETBACK 10' RESIDENTIALLY ZONED PROPERTY PARKING SETBACK 10' ALL OTHER PROPERTY LINE PARKING SETBACK 5' EXISTING LOWER SCHOOL EXISTING HOME/SHED AREA EXISTING DNR MONITORING WELL EXISTING SHED RELOCATED PLAYGROUND WITH 1' CURBS EXISTING WELLS PROPOSED RIGHT-OF-WAY 40-FT BUILDING SETBACK PROPOSED RIGHT-OF-WAY EXISTING POWER POLE BUS LOADING ZONE RUBBER - HARDSCAPE PLAY AREA EXISTING TRASH SERVICE 26.0'19.8'9.0' 26.0'20.00'36.0'11.8'59.60'8.0'59.60'6.7'54.0'17.6'8.0'22.1'32.0'47.2' 114.4'8.0'40.4'25.0'79.4'11.6'36.0'44.0'26.0'19.8'26.0'10.2' 13.4'49.0'45.1'23.5' 24.7'26.0' 23.6' R5.0' R3.0'38.27' 8.00' 106.39'30.41'A A B B C E G G G G H I I I I R K M M M M MM M M M M M M M O O O O O O O O O P Q Q S S V V 60.00'75.00'26.00' 22.00'22.00' 60.00'105.10'PROPOSED RIGHT-OF-WAY 60.00' 10-FT PARKING SETBACK 40-FT BUILDING SETBACK 10-FT PARKING SETBACK 75.00'10.00'40.00'LOWER SCHOOL ±33,590 SF 18.00'9.00'4.00'17.52'5.00'5.00'9.43' 29.04'4.00'4.00' 5.00' 5.00' COUNTY ROAD 7 / 122ND STCOUNTY ROAD 57 / KELLER AVECOUNTY ROAD 9 /KEYSTONE AVE NCITY OF HUGO/MAY TOWNSHIP LINE 18.0'26.0'10.0'Q E E E E E E E Q 27.8'41.6'8.5'R200.0' R15.0' R43.8'F E E O O O 12.22'OOO 300.0'195.0'13.0' 32.00' 31 34 34 33 48 1210 RELOCATED PLAYGROUND WITH PLASTIC CURBS 4.00'M 8.00'8.00' S R15.0' R15.0' R15.0' R15.0' R10.0' R10.0' R10.0' R15.0' R10.0' R15.0' R15.0' R15.0' 13.0' W W 67.84' 114.38'54.62'125.36'E CHANGE FROM B12 CURB TO BITUMINOUS CURB CHANGE FROM B12 CURB TO BITUMINOUS CURB LU U J J T T T T T T T EXISTING RIGHT-OF-WAY 10.00' 40.00' 33.00' C403 C404 C405 C406 Know what'sbelow. before you dig.Call R NORTH ISSUES & REVISIONS COMMISSION NO: DRAWN BY: CHECKED BY: SHEET 767 N. EUSTIS STREET, SUITE 190 ST. PAUL, MINNESOTA 55114 651.642.9200 WWW.POPEDESIGN.COM POPE DESIGN GROUP DATE 160061004 GAR MCB MICHAEL C. BRANDT, P.E. 03/29/2024 462661DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO. NOT FOR CONSTRUCTION SCHEMATIC PRICING4-14-23 1 CITY SUBMITTAL11-30-23 © 2023 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONCITY & BCWD RESUBMITTAL 03-29-24 BCWD RESUBMITTAL 05-03-2024 C405 PHASE I SITE PLAN ENLARGEMENT LEGEND PROPERTY LINE CONCRETE SIDEWALK STORMWATER BASIN PROPOSED SEPTIC FIELD ASPHALT PAVEMENT GRAVEL PARKING AREA PROPOSED CURB AND GUTTER SETBACK LINE MATCH LINE SEE SHEET C403 MATCH LINE SEE SHEET C406AREA KEY MAP (N.T.S.) MILL AND OVERLAY PHASE I PARKING TOTAL REQUIRED PHASE I PARKING (PER CITY OF HUGO CODE, 1 SPACE PER 100 LOWER SCHOOL STUDENTS + 1 SPACE PER 4 UPPER SCHOOL STUDENTS + 1 SPACE PER CLASSROOM) 64 SPACES PROPOSED PHASE I PARKING 205 SPACES KEYNOTE LEGEND SIDEWALK, SEE INSET A ASPHALT PAVEMENT, SEE INSET B ASPHALT MILL AND OVERLAY, SEE INSET C AGGREGATE TRAILS, SEE INSET E B612 CURB & GUTTER TRANSITION CURB & GUTTER MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING ACCESSIBLE PEDESTRIAN CURB RAMP PROPOSED WELL REMOVABLE BOLLARD LANDSCAPE AREA, SEE LANDSCAPE PLANS GRAVEL PARKING AREA PAVEMENT MARKING ARROW PEDESTRIAN CROSS WALK PAVEMENT MARKING- SOLID STRIPING AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. STOP SIGN (R1-1) AND STOP BAR PER MUTCD STANDARDS PICK UP / DROP OFF LANE SIGN 'DO NOT ENTER/ FIRE ACCESS ONLY' SIGN ONE WAY DO NOT ENTER SIGN BITUMINOUS CURB A B C D E F G H I J K L M N O P Q R S T U V W PHASE I CAMPUS PROJECTIONS PROJECTED PHASE I STUDENT POPULATION 336 PHASE I LOWER SCHOOL STUDENTS 186 PHASE I MIDDLE SCHOOL STUDENTS 0 PHASE I HIGH SCHOOL STUDENTS 150 PHASE 1 STAFF COUNT 35 TOTAL NUMBER OF PHASE I CLASSROOMS 24 PROPERTY SUMMARY TOTAL PROPERTY AREA 82.19 AC / 3,580,153 SF DISTURBED AREA 77.88 AC / 3,392,436 SF EXISTING IMPERVIOUS AREA 3.20 AC / 139,392 SF / 3.89% EXISTING PERVIOUS AREA 78.99 AC /3,440,761 SF / 96.11% PROPOSED IMPERVIOUS AREA 5.79 AC / 252,057 SF / 7.0% PROPOSED PERVIOUS AREA 76.40 AC / 3,328,096 SF / 93.0% AREA OF WETLAND IMPACT 0.00 AC / 0 SF SITE DATA EXISTING ZONING AG PROPOSED ZONING AG PROPOSED LAND USE CONDITIONAL USE PERMIT - PRIVATE SCHOOL FRONT YARD BUILDING SETBACK 40' SIDE YARD BUILDING SETBACK 20' REAR YARD BUILDING SETBACK 50' ROW PARKING SETBACK 10' RESIDENTIALLY ZONED PROPERTY PARKING SETBACK 10' ALL OTHER PROPERTY LINE PARKING SETBACK 5' 2" SCH 80 2" SCH 8 02" SCH 80 2" SCH 80 2" SCH 80 2" SCH 8 0 2" SCH 8 0 2" SCH 80 2" SCH 80 2" SCH 802" SCH 80 2" SCH 80 2" SCH 80 2" SCH 802" SCH 8 0 2" SCH 80 NORMAL WATER LEVEL: 973.00 100-YR HWL: 978.30 EOF: 980.00 WATER QUALITY VOLUME: 701,969 CF TOTAL STORAGE VOLUME: 2,237,154 CF DELINEATED WETLAND TO REMAIN (22,560 SF) SEPTIC SYSTEM FOR PHASE ONE, SEE SEPTIC PLANS FOR DETAIL M 75.00'COUNTY ROAD 7 / 122ND ST EXISTING HOME/SHED AREA CITY OF HUGO/MAY TOWNSHIP LINE UTILITY BUILDING, SEE ARCHITECTURAL PLAN M 20' WIDE GRAVEL ACCESS PATH 20' WIDE GRAVEL ACCESS PATH 20.00'97.41'491.95 '209.04'R163.0' PROPOSED GATE C403 C404 C405 C406 Know what'sbelow. before you dig.Call R NORTH ISSUES & REVISIONS COMMISSION NO: DRAWN BY: CHECKED BY: SHEET 767 N. EUSTIS STREET, SUITE 190 ST. PAUL, MINNESOTA 55114 651.642.9200 WWW.POPEDESIGN.COM POPE DESIGN GROUP DATE 160061004 GAR MCB MICHAEL C. BRANDT, P.E. 03/29/2024 462661DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO. NOT FOR CONSTRUCTION SCHEMATIC PRICING4-14-23 1 CITY SUBMITTAL11-30-23 © 2023 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTION CITY & BCWD RESUBMITTAL 03-29-24 C406 PHASE I SITE PLAN ENLARGEMENT LEGEND PROPERTY LINE CONCRETE SIDEWALK STORMWATER BASIN PROPOSED SEPTIC FIELD ASPHALT PAVEMENT GRAVEL PARKING AREA PROPOSED CURB AND GUTTER SETBACK LINE MATCH LINE SEE SHEET C404 MATCH LINE SEE SHEET C405AREA KEY MAP (N.T.S.) PHASE I PARKING TOTAL REQUIRED PHASE I PARKING (PER CITY OF HUGO CODE, 1 SPACE PER 100 LOWER SCHOOL STUDENTS + 1 SPACE PER 4 UPPER SCHOOL STUDENTS + 1 SPACE PER CLASSROOM) 64 SPACES PROPOSED PHASE I PARKING 205 SPACES KEYNOTE LEGEND SIDEWALK, SEE INSET A ASPHALT PAVEMENT, SEE INSET B ASPHALT MILL AND OVERLAY, SEE INSET C AGGREGATE TRAILS, SEE INSET E B612 CURB & GUTTER TRANSITION CURB & GUTTER MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING ACCESSIBLE PEDESTRIAN CURB RAMP PROPOSED WELL REMOVABLE BOLLARD LANDSCAPE AREA, SEE LANDSCAPE PLANS GRAVEL PARKING AREA PAVEMENT MARKING ARROW PEDESTRIAN CROSS WALK PAVEMENT MARKING- SOLID STRIPING AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. STOP SIGN (R1-1) AND STOP BAR PER MUTCD STANDARDS PICK UP / DROP OFF LANE SIGN 'DO NOT ENTER/ FIRE ACCESS ONLY' SIGN ONE WAY DO NOT ENTER SIGN BITUMINOUS CURB A B C D E F G H I J K L M N O P Q R S T U V W PHASE I CAMPUS PROJECTIONS PROJECTED PHASE I STUDENT POPULATION 336 PHASE I LOWER SCHOOL STUDENTS 186 PHASE I MIDDLE SCHOOL STUDENTS 0 PHASE I HIGH SCHOOL STUDENTS 150 PHASE 1 STAFF COUNT 35 TOTAL NUMBER OF PHASE I CLASSROOMS 24 PROPERTY SUMMARY TOTAL PROPERTY AREA 82.19 AC / 3,580,153 SF DISTURBED AREA 77.88 AC / 3,392,436 SF EXISTING IMPERVIOUS AREA 3.20 AC / 139,392 SF / 3.89% EXISTING PERVIOUS AREA 78.99 AC /3,440,761 SF / 96.11% PROPOSED IMPERVIOUS AREA 5.79 AC / 252,057 SF / 7.0% PROPOSED PERVIOUS AREA 76.40 AC / 3,328,096 SF / 93.0% AREA OF WETLAND IMPACT 0.00 AC / 0 SF SITE DATA EXISTING ZONING AG PROPOSED ZONING AG PROPOSED LAND USE CONDITIONAL USE PERMIT - PRIVATE SCHOOL FRONT YARD BUILDING SETBACK 40' SIDE YARD BUILDING SETBACK 20' REAR YARD BUILDING SETBACK 50' ROW PARKING SETBACK 10' RESIDENTIALLY ZONED PROPERTY PARKING SETBACK 10' ALL OTHER PROPERTY LINE PARKING SETBACK 5' NORMAL WATER LEVEL: 973.00 100-YR HWL: 978.30 EOF: 980.00 WATER QUALITY VOLUME: 701,969 CF TOTAL STORAGE VOLUME: 2,237,154 CF BUS LOADING ZONEKELLER AVE122ND ST PHASE I QUEUING (LOWER/UPPER SCHOOL STUDENTS) Know what'sbelow. before you dig.Call R NORTH LEGEND PHASE I QUEUING SCHOOL AVERAGE QUEUE LENGTH (FT) PROVIDED QUEUE LENGTH (FT) LOWER SCHOOL 600 FT 630 FT PROPERTY LINE ISSUES & REVISIONS COMMISSION NO: DRAWN BY: CHECKED BY: SHEET 767 N. EUSTIS STREET, SUITE 190 ST. PAUL, MINNESOTA 55114 651.642.9200 WWW.POPEDESIGN.COM POPE DESIGN GROUP DATE 160061004 GAR MCB LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. MITCHELL COOKAS, PLA 56522 MICHAEL C. BRANDT, P.E. 03/29/2024 462661DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO. NOT FOR CONSTRUCTION SCHEMATIC PRICING4-14-23 1 CITY SUBMITTAL11-30-23 © 2023 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONCITY & BCWD RESUBMITTAL 03-29-24 C409 PHASE I QUEUING PLAN LOWER SCHOOL QUEUING 2" SCH 80 2" SCH 802" SCH 80 2" SCH 80 2" SCH 80 2" SCH 802" SCH 80 2" SCH 80 2" SCH 80 2" SCH 802" SCH 80 2" SCH 80 2" SCH 80 2" SCH 802" SCH 80 2" SCH 80 NORMAL WATER LEVEL: 973.00 100-YR HWL: 978.30 EOF: 980.00 WATER QUALITY VOLUME: 701,969 CF TOTAL STORAGE VOLUME: 2,237,154 CF LOWER SCHOOL ±33,590 SF EXISTING LOWER SCHOOL GOGGINS LAKE OHW: 965.5 EXISTING DNR MONITORING WELL SEPTIC SEPTICKELLER AVE122ND ST UTILITY BUILDING, SEE ARCHITECTURAL PLANS CITY OF HUGO / MAY TOWNSHIP LINE EXISTING FARM HOUSE , BUILDINGS, AND PAVEMENT TO REMAIN Know what'sbelow. before you dig.Call R NORTH ISSUES & REVISIONS COMMISSION NO: DRAWN BY: CHECKED BY: SHEET 767 N. EUSTIS STREET, SUITE 190 ST. PAUL, MINNESOTA 55114 651.642.9200 WWW.POPEDESIGN.COM POPE DESIGN GROUP DATE 160061004 GAR MCB MICHAEL C. BRANDT, P.E. 03/29/2024 462661DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO. NOT FOR CONSTRUCTION SCHEMATIC PRICING4-14-23 1 CITY SUBMITTAL11-30-23 © 2023 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONCITY & BCWD RESUBMITTAL 03-29-24 C802 PHASE I FIRETRUCK MOVEMENT PLAN 2" SCH 80 2" SCH 802" SCH 80 2" SCH 80 2" SCH 80 2" SCH 802" SCH 80 2" SCH 80 2" SCH 80 2" SCH 802" SCH 80 2" SCH 80 2" SCH 80 2" SCH 802" SCH 80 2" SCH 80 NORMAL WATER LEVEL: 973.00 100-YR HWL: 978.30 EOF: 980.00 WATER QUALITY VOLUME: 701,969 CF TOTAL STORAGE VOLUME: 2,237,154 CF LOWER SCHOOL ±33,590 SF EXISTING LOWER SCHOOL GOGGINS LAKE OHW: 965.5 EXISTING DNR MONITORING WELL SEPTIC SEPTICKELLER AVE122ND ST UTILITY BUILDING, SEE ARCHITECTURAL PLANS CITY OF HUGO / MAY TOWNSHIP LINE EXISTING FARM HOUSE , BUILDINGS, AND PAVEMENT TO REMAIN Know what'sbelow. before you dig.Call R NORTH ISSUES & REVISIONS COMMISSION NO: DRAWN BY: CHECKED BY: SHEET 767 N. EUSTIS STREET, SUITE 190 ST. PAUL, MINNESOTA 55114 651.642.9200 WWW.POPEDESIGN.COM POPE DESIGN GROUP DATE 160061004 GAR MCB MICHAEL C. BRANDT, P.E. 03/29/2024 462661DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO. NOT FOR CONSTRUCTION SCHEMATIC PRICING4-14-23 1 CITY SUBMITTAL11-30-23 © 2023 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONCITY & BCWD RESUBMITTAL 03-29-24 C803 PHASE I SCHOOL BUS MOVEMENT PLAN 2" SCH 80 2" SCH 802" SCH 80 2" SCH 80 2" SCH 80 2" SCH 802" SCH 80 2" SCH 80 2" SCH 80 2" SCH 802" SCH 80 2" SCH 80 2" SCH 80 2" SCH 802" SCH 80 2" SCH 80 KELLER AVE.N.122ND ST. N.KEYSTONE AVE. N.122ND ST. N. NORMAL WATER LEVEL: 973.00 100-YR HWL: 978.30 EOF: 980.00 WATER QUALITY VOLUME: 701,969 CF TOTAL STORAGE VOLUME: 2,237,154 CF LOWER SCHOOL ±33,590 SF EXISTING LOWER SCHOOL EXISTING HOME/SHED AREA EXISTING SHED RELOCATED PLAYGROUND SEPTIC SEPTICKELLER AVE122ND ST FUTURE SOCCER/LACROSSE PRACTICE FIELD (350X220) APPROXIMATE WETLAND SETBACK APPROXIMATE WETLAND LIMITS L101 L102 L103 L104 HARDSCAPE PLAY AREA (BY OTHERS) LANDSCAPE LEGEND EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) SEED/ SOD EDGE (TYP.) SOD (TYP.) MESIC PRAIRIE GENERAL - MNDOT SEED MIX 35:241 STORMWATER SOUTH & WEST - MNDOT SEED MIX 33-261 LOW MAINTENANCE TURF - MNDOT SEED MIX 25-131 NOTE: ALL SEED MIXES SHALL INCLUDE PROPER EROSION CONTROL FEATURES, WATERING DURING THE ESTABLISHMENT PERIOD AND ONGOING MAINTENANCE PER MANUFACTURER / SUPPLIER SPECIFICATION AND REQUIREMENTS Know what'sbelow. before you dig.Call R NORTH TOTAL LAWN / MANICURED AREA 23 AC TOTAL PLANTING BED AREA .96 AC TOTAL NATIVE GRASS/SEED AREA 51 AC TOTAL POND/LAKE AREA 2.3 AC TOTAL IMPERVIOUS AREA 13.65 AC EXISTING HOME/SHED AREA 5.13 AC TOTAL PROPERTY AREA 82.63 AC ISSUES & REVISIONS COMMISSION NO: DRAWN BY: CHECKED BY: SHEET 767 N. EUSTIS STREET, SUITE 190 ST. PAUL, MINNESOTA 55114 651.642.9200 WWW.POPEDESIGN.COM POPE DESIGN GROUP DATE 160061004 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. MITCHELL COOKAS, PLA 5652203/29/2024DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL MN LIC. NO. SCHEMATIC PRICING4-14-23 1 CITY SUBMITTAL11-30-23 © 2023 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONCITY & BCWD RESUBMITTAL 03-29-24 L100 OVERALL PHASE 1 LANDSCAPE MASTERPLAN LANDSCAPE SUMMARY - HUGO GENERAL LANDSCAPE REQUIREMENTS COMMERCIAL TREES REQUIRED:ONE OVERSTORY DECIDUOUS SHADE TREE FOR EVERY 2,000 SQUARE FEET OF TOTAL BUILDING AREA OR ONE TREE FOR EVERY 100 FEET OF SITE PERIMETER, WHICHEVER IS GREATER. 17 DECIDUOUS SHADE TREE = (33,420 S.F. TOTAL BUILDING AREA / 2,000) OR 55 DECIDUOUS SHADE TREE = (5,480 L.F.TOTAL SITE PERIMETER / 100 ) ONE CONIFEROUS TREE FOR EVERY 2,000 SQUARE FEET OF BUILDING OR ONE CONIFEROUS TREE FOR EVERY 200 FEET OF SITE PERIMETER, WHICHEVER IS GREATER. 17 CONIFEROUS TREE = (33,420 S.F. TOTAL BUILDING AREA / 2,000) OR 28 CONIFEROUS TREE = (5,480 L.F. TOTAL SITE PERIMETER / 200) ONE ORNAMENTAL TREE FOR EVERY 2,000 SQUARE FEET OF BUILDING OR ONE ORNAMENTAL TREE FOR EVERY 200 FEET OF SITE PERIMETER, WHICHEVER IS GREATER. 17 ORNAMENTAL TREE = (33,420 S.F. TOTAL BUILDING AREA / 2,000) OR 28 ORNAMENTAL TREE = (5,480 L.F. TOTAL SITE PERIMETER / 200 ) TOTAL TREES REQUIRED:111 TREES = (55 SHADE TREE) + (28 CONIFEROUS TREE) + (28 ORNAMENTAL TREE) TOTAL TREES PROVIDED:111 TREES = (55 SHADE TREE) + (28 EVERGREEN TREE) + (28 ORNAMENTAL TREE) 97 TREES WITHIN HUGO & 14 TREES WITHIN MAY TOWNSHIP SHRUBS REQUIRED:ONE SHRUB FOR EVERY 300 SQUARE FEET OF BUILDING OR ONE SHRUB FOR EVERY THIRTY FEET OF SITE PERIMETER, WHICHEVER IS GREATER. 112 SHRUBS = (33,420 S.F. TOTAL BUILDING AREA / 300) OR 183 SHRUBS = (5,480 L.F. TOTAL SITE PERIMETER / 30) SHRUBS PROVIDED:230 SHRUBS LANDSCAPE NOTES 1.IRRIGATION SYSTEM TO BE CONNECTED TO STORMWATER POND FOR WATER RE-USE AND SHALL INCLUDE A POTABLE WATER SUPPLY FOR BACKUP 2.ALL LAWN/MANICURED/PLANTING BEDS SHALL INCLUDE IRRIGATION 3.NATIVE GRASS AREAS SHALL INCLUDE TOPSOIL, EROSION CONTROL MEASURES AND SEED MIXES 4.REFER TO THE GEOTECH RECOMMENDATIONS FOR THE POTENTIAL TO REUSE EXISTING SOIL AND / OR IMPORT PLANTING SOIL IF NEEDED 2 - ALS 1 - HCK 2 - QUA 5 - AUP 2 - QUA 1 - HCK 3 - RVB 1 - HCK 2 - ALS 2 - QUA 1 - NPO 2 - QUA 5 - WHP 2 - IHL 6 - BOL 8 - NPO 3 - HMS 2 - QUA 1 - NPO 2 - QUA 2 - QUA 1 - NPO 2 - QUA KELLER AVELANDSCAPE LEGEND EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) SEED/ SOD EDGE (TYP.) SOD (TYP.) MESIC PRAIRIE GENERAL - MNDOT SEED MIX 35:241 STORMWATER SOUTH & WEST - MNDOT SEED MIX 33-261 LOW MAINTENANCE TURF - MNDOT SEED MIX 25-131 NOTE: ALL SEED MIXES SHALL INCLUDE PROPER EROSION CONTROL FEATURES, WATERING DURING THE ESTABLISHMENT PERIOD AND ONGOING MAINTENANCE PER MANUFACTURER / SUPPLIER SPECIFICATION AND REQUIREMENTS L101 L102 L103 L104 SYMBOL CODE COMMON NAME CONIFEROUS TREE AUP AUSTRIAN PINE BHS BLACK HILLS SPRUCE ERC EASTERN RED CEDAR WHP WHITE PINE ORNAMENTAL TREE ALS AUTUMN BRILLANCE SERVICEBERRY CLUMP QUA QUAKING ASPEN RVB RIVER BIRCH MULTI-TRUNK PLANT KEY OVERSTORY TREE BOL BOULEVARD LINDEN HCK COMMON HACKBERRY IHL IMPERIAL HONEYLOCUST NPO NORTHERN PIN OAK SWO SWAMP WHITE OAK CONIFEROUS SHRUBS CONIFEROUS SHRUBS SGJ SEA GREEN JUNIPER TAU TAUTON YEW DECIDUOUS SHRUBS BLC IROQUOIS BEAUTY BLACK CHOKEBERRY CTN HEDGE COTONEASTER GGD GARDEN GLOW DOGWOOD GLS GRO-LOW FRAGRANT SUMAC ORNAMENTAL GRASSES HMS HEAVY METAL SWITCHGRASS KFG KARL FOERSTER FEATHER REED GRASS Know what'sbelow. before you dig.Call R ISSUES & REVISIONS COMMISSION NO: DRAWN BY: CHECKED BY: SHEET 767 N. EUSTIS STREET, SUITE 190 ST. PAUL, MINNESOTA 55114 651.642.9200 WWW.POPEDESIGN.COM POPE DESIGN GROUP DATE 160061004 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. MITCHELL COOKAS, PLA 5652203/29/2024DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL MN LIC. NO. SCHEMATIC PRICING4-14-23 1 CITY SUBMITTAL11-30-23 © 2023 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONCITY & BCWD RESUBMITTAL 03-29-24 L101 PHASE 1 LANDSCAPE PLAN ENLARGEMENT NORTH AREA KEY MAP (N.T.S.) MATCH LINE SEE SHEET L103 MATCH LINE SEE SHEET L102SEE SHEET L105 FOR FULL PLANT SCHEDULE DD 3 - ERC EXISTING SHED SEPTIC SEPTIC APPROXIMATE WETLAND SETBACK APPROXIMATE WETLAND LIMITS L101 L102 L103 L104 LANDSCAPE LEGEND EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) SEED/ SOD EDGE (TYP.) SOD (TYP.) MESIC PRAIRIE GENERAL - MNDOT SEED MIX 35:241 STORMWATER SOUTH & WEST - MNDOT SEED MIX 33-261 LOW MAINTENANCE TURF - MNDOT SEED MIX 25-131 NOTE: ALL SEED MIXES SHALL INCLUDE PROPER EROSION CONTROL FEATURES, WATERING DURING THE ESTABLISHMENT PERIOD AND ONGOING MAINTENANCE PER MANUFACTURER / SUPPLIER SPECIFICATION AND REQUIREMENTS SYMBOL CODE COMMON NAME CONIFEROUS TREE AUP AUSTRIAN PINE BHS BLACK HILLS SPRUCE ERC EASTERN RED CEDAR WHP WHITE PINE ORNAMENTAL TREE ALS AUTUMN BRILLANCE SERVICEBERRY CLUMP QUA QUAKING ASPEN RVB RIVER BIRCH MULTI-TRUNK PLANT KEY OVERSTORY TREE BOL BOULEVARD LINDEN HCK COMMON HACKBERRY IHL IMPERIAL HONEYLOCUST NPO NORTHERN PIN OAK SWO SWAMP WHITE OAK CONIFEROUS SHRUBS SGJ SEA GREEN JUNIPER TAU TAUTON YEW DECIDUOUS SHRUBS BLC IROQUOIS BEAUTY BLACK CHOKEBERRY CTN HEDGE COTONEASTER GGD GARDEN GLOW DOGWOOD GLS GRO-LOW FRAGRANT SUMAC ORNAMENTAL GRASSES HMS HEAVY METAL SWITCHGRASS KFG KARL FOERSTER FEATHER REED GRASS Know what'sbelow. before you dig.Call R ISSUES & REVISIONS COMMISSION NO: DRAWN BY: CHECKED BY: SHEET 767 N. EUSTIS STREET, SUITE 190 ST. PAUL, MINNESOTA 55114 651.642.9200 WWW.POPEDESIGN.COM POPE DESIGN GROUP DATE 160061004 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. MITCHELL COOKAS, PLA 5652203/29/2024DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL MN LIC. NO. SCHEMATIC PRICING4-14-23 1 CITY SUBMITTAL11-30-23 © 2023 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONCITY & BCWD RESUBMITTAL 03-29-24 L102 PHASE 1 LANDSCAPE PLAN ENLARGEMENT NORTH AREA KEY MAP (N.T.S.) MATCH LINE SEE SHEET L104MATCH LINE SEE SHEET L101SEE SHEET L105 FOR FULL PLANT SCHEDULE 3 - RVB 4 - SGJ 5 - CTN 5 - CTN 4 - SGJ 1 - NPO 1 - NPO 3 - GGD 5 - TAU 3 - GGD 6 - NPO 5 - NPO 7 - GLS 55 - HMS 33 - SGJ 12 - GLS 2 - IHL 6 - BLC 4 - SGJ 4 - SGJ 3 - HMS 3 - HMS 6 - BLC 3 - HMS 5 - KFG 3 - GGD 5 - TAU 3 - GGD 6 - BLC 4 - SGJ 7 - CTN 4 - SGJ 7 - HMS 4 - CTN 3 - TAU 5 - KFG 6 - BLC 3 - HMS 3 - SGJ 8 - CTN 3 - SGJ 6 - BLC 7 - HMS 4 - CTN 3 - TAU 7 - KFG 7 - KFG 3 - TAU 4 - CTN 7 - HMS 5 - KFG 3 - TAU 4 - CTN 7 - HMS 5 - TAU 3 - HMS 5 - TAU 3 - GGD 5 - TAU 3 - GGD 3 - HMS 17 - SGJ 28 - HMS5 - CTN 8 - BOL 5 - IHL 5 - GLS 3 - BLC 7 - HMS 5 - SGJ 3 - BLC 5 - SGJ 7 - HMS 5 - SGJ 3 - BLC 5 - SGJ 7 - HMS 5 - SGJ 3 - BLC 5 - SGJ 7 - HMS 5 - SGJ 3 - BLC 5 - SGJ 7 - HMS 3 - BLC 6 - HMS 3 - BLC LOWER SCHOOL ±33,420 SF EXISTING LOWER SCHOOL EXISTING HOME/SHED AREA 122ND STKELLER AVERELOCATED PLAYGROUND (BY OTHERS) RUBBER - HARDSCAPE PLAY AREA (BY OTHERS) L101 L102 L103 L104 LANDSCAPE LEGEND EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) SEED/ SOD EDGE (TYP.) SOD (TYP.) MESIC PRAIRIE GENERAL - MNDOT SEED MIX 35:241 STORMWATER SOUTH & WEST - MNDOT SEED MIX 33-261 LOW MAINTENANCE TURF - MNDOT SEED MIX 25-131 NOTE: ALL SEED MIXES SHALL INCLUDE PROPER EROSION CONTROL FEATURES, WATERING DURING THE ESTABLISHMENT PERIOD AND ONGOING MAINTENANCE PER MANUFACTURER / SUPPLIER SPECIFICATION AND REQUIREMENTS SYMBOL CODE COMMON NAME CONIFEROUS TREE AUP AUSTRIAN PINE BHS BLACK HILLS SPRUCE ERC EASTERN RED CEDAR WHP WHITE PINE ORNAMENTAL TREE ALS AUTUMN BRILLANCE SERVICEBERRY CLUMP QUA QUAKING ASPEN RVB RIVER BIRCH MULTI-TRUNK PLANT KEY OVERSTORY TREE BOL BOULEVARD LINDEN HCK COMMON HACKBERRY IHL IMPERIAL HONEYLOCUST NPO NORTHERN PIN OAK SWO SWAMP WHITE OAK CONIFEROUS SHRUBS SGJ SEA GREEN JUNIPER TAU TAUTON YEW DECIDUOUS SHRUBS BLC IROQUOIS BEAUTY BLACK CHOKEBERRY CTN HEDGE COTONEASTER GGD GARDEN GLOW DOGWOOD GLS GRO-LOW FRAGRANT SUMAC ORNAMENTAL GRASSES HMS HEAVY METAL SWITCHGRASS KFG KARL FOERSTER FEATHER REED GRASS Know what'sbelow. before you dig.Call R ISSUES & REVISIONS COMMISSION NO: DRAWN BY: CHECKED BY: SHEET 767 N. EUSTIS STREET, SUITE 190 ST. PAUL, MINNESOTA 55114 651.642.9200 WWW.POPEDESIGN.COM POPE DESIGN GROUP DATE 160061004 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. MITCHELL COOKAS, PLA 5652203/29/2024DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL MN LIC. NO. SCHEMATIC PRICING4-14-23 1 CITY SUBMITTAL11-30-23 © 2023 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONCITY & BCWD RESUBMITTAL 03-29-24 L103 PHASE 1 LANDSCAPE PLAN ENLARGEMENT NORTH AREA KEY MAP (N.T.S.) MATCH LINE SEE SHEET L101 MATCH LINE SEE SHEET L104SEE SHEET L105 FOR FULL PLANT SCHEDULE D3 - BHS 5 - AUP 3 - ERC 3 - ERC 4 - WHP 3 - SWO 2 - RVB 2 - NPO 3 - ALS 122ND ST L101 L102 L103 L104 LANDSCAPE LEGEND EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) SEED/ SOD EDGE (TYP.) SOD (TYP.) MESIC PRAIRIE GENERAL - MNDOT SEED MIX 35:241 STORMWATER SOUTH & WEST - MNDOT SEED MIX 33-261 LOW MAINTENANCE TURF - MNDOT SEED MIX 25-131 NOTE: ALL SEED MIXES SHALL INCLUDE PROPER EROSION CONTROL FEATURES, WATERING DURING THE ESTABLISHMENT PERIOD AND ONGOING MAINTENANCE PER MANUFACTURER / SUPPLIER SPECIFICATION AND REQUIREMENTS SYMBOL CODE COMMON NAME CONIFEROUS TREE AUP AUSTRIAN PINE BHS BLACK HILLS SPRUCE ERC EASTERN RED CEDAR WHP WHITE PINE ORNAMENTAL TREE ALS AUTUMN BRILLANCE SERVICEBERRY CLUMP QUA QUAKING ASPEN RVB RIVER BIRCH MULTI-TRUNK PLANT KEY OVERSTORY TREE BOL BOULEVARD LINDEN HCK COMMON HACKBERRY IHL IMPERIAL HONEYLOCUST NPO NORTHERN PIN OAK SWO SWAMP WHITE OAK CONIFEROUS SHRUBS SGJ SEA GREEN JUNIPER TAU TAUTON YEW DECIDUOUS SHRUBS BLC IROQUOIS BEAUTY BLACK CHOKEBERRY CTN HEDGE COTONEASTER GGD GARDEN GLOW DOGWOOD GLS GRO-LOW FRAGRANT SUMAC ORNAMENTAL GRASSES HMS HEAVY METAL SWITCHGRASS KFG KARL FOERSTER FEATHER REED GRASS Know what'sbelow. before you dig.Call R ISSUES & REVISIONS COMMISSION NO: DRAWN BY: CHECKED BY: SHEET 767 N. EUSTIS STREET, SUITE 190 ST. PAUL, MINNESOTA 55114 651.642.9200 WWW.POPEDESIGN.COM POPE DESIGN GROUP DATE 160061004 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. MITCHELL COOKAS, PLA 5652203/29/2024DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL MN LIC. NO. SCHEMATIC PRICING4-14-23 1 CITY SUBMITTAL11-30-23 © 2023 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONCITY & BCWD RESUBMITTAL 03-29-24 L104 PHASE 1 LANDSCAPE PLAN ENLARGEMENT NORTH AREA KEY MAP (N.T.S.) MATCH LINE SEE SHEET L102 MATCH LINE SEE SHEET L103SEE SHEET L105 FOR FULL PLANT SCHEDULE SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONTAINER CAL.SIZE CONIFEROUS TREE AUP 10 PINUS NIGRA AUSTRIAN PINE B & B 8` HT.6` HT. BHS 3 PICEA GLAUCA `DENSATA`BLACK HILLS SPRUCE B & B 6` HT.6` HT. ERC 6 JUNIPERUS VIRGINIANA EASTERN RED CEDAR B & B 6` HT. WHP 9 PINUS STROBUS WHITE PINE B & B 8` HT.6` HT. ORNAMENTAL TREE ALS 7 AMELANCHIER X GRANDIFLORA `AUTUMN BRILLANCE`AUTUMN BRILLANCE SERVICEBERRY CLUMP B & B 6` HT.6` HT. QUA 16 POPULUS TREMULOIDES QUAKING ASPEN B & B 2" CAL. RVB 5 BETULA NIGRA RIVER BIRCH MULTI-TRUNK B & B 8` HT.6` HT. OVERSTORY TREE BOL 14 TILIA AMERICANA `BOULEVARD`BOULEVARD LINDEN B & B 2.5" CAL. HCK 3 CELTIS OCCIDENTALIS COMMON HACKBERRY B & B 3" CAL. IHL 9 GLEDITSIA TRIACANTHOS VAR. INERMIS `IMPERIAL`IMPERIAL HONEYLOCUST B & B 2.5" CAL. NPO 26 QUERCUS ELLIPSOIDALIS NORTHERN PIN OAK B & B 3" CAL. SWO 3 QUERCUS BICOLOR SWAMP WHITE OAK B & B 2.5" CAL. SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONTAINER SPACING SIZE CONIFEROUS SHRUBS SGJ 120 JUNIPERUS CHINENSIS `SEA GREEN`SEA GREEN JUNIPER #5 CONT.5` O.C. TAU 37 TAXUS X MEDIA `TAUNTONII`TAUTON YEW #5 CONT.5` O.C. DECIDUOUS SHRUBS BLC 51 ARONIA MELANOCARPA `IROQUOIS BEAUTY` TM IROQUOIS BEAUTY BLACK CHOKEBERRY #5 CONT.4` O.C. CTN 46 COTONEASTER ACUTIFOLIUS LUCIDUS HEDGE COTONEASTER #5 CONT.4` O.C. GGD 18 CORNUS HESSEI `GARDEN GLOW`GARDEN GLOW DOGWOOD #5 CONT.5` O.C. GLS 24 RHUS AROMATICA `GRO-LOW`GRO-LOW FRAGRANT SUMAC #5 CONT.4` O.C. ORNAMENTAL GRASSES HMS 170 PANICUM VIRGATUM 'HEAVY METAL'HEAVY METAL SWITCHGRASS #1 CONT.3` O.C. KFG 29 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`KARL FOERSTER FEATHER REED GRASS #1 CONT 18" O.C.30" OC PLANT SCHEDULE FULL SITE ISSUES & REVISIONS COMMISSION NO: DRAWN BY: CHECKED BY: SHEET 767 N. EUSTIS STREET, SUITE 190 ST. PAUL, MINNESOTA 55114 651.642.9200 WWW.POPEDESIGN.COM POPE DESIGN GROUP DATE 160061004 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. MITCHELL COOKAS, PLA 5652203/29/2024DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL MN LIC. NO. NOT FOR CONSTRUCTION SCHEMATIC PRICING4-14-23 1 CITY SUBMITTAL11-30-23 © 2023 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTIONCITY & BCWD RESUBMITTAL 03-29-24 DOUBLE SHREDDED HARDWOOD MULCH NOTES: 2X ROOT BALL WIDTH SOD 4" TOPSOIL PREPARED PLANTING BED AND BACKFILL SOIL (THOROUGHLY LOOSENED) NOTES: 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING OF TOP AND ROOT. 3.REMOVE CONTAINER AND SCORE OUTSIDE OF SOIL MASS TO REDIRECT AND PREVENT CIRCLING FIBROUS ROOTS. REMOVE OR CORRECT STEM GIRDLING ROOTS. 4.PLUMB AND BACKFILL WITH PLANTING SOIL. 5.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 6.BACK FILL VOIDS AND WATER SECOND TIME. 7.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 8.MIX IN 3-4" OF ORGANIC COMPOST. 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING. 3.SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED PLANTING SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. 4.SLIT REMAINING TREATED BURLAP AT 6" INTERVALS. 5.BACKFILL TO WITHIN APPROXIMATELY 12" OF THE TOP OF THE ROOTBALL, THEN WATER PLANT. REMOVE THE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM THE TOP 1/3 OF THE BALL. REMOVE ALL TWINE. REMOVE OR CORRECT STEM GIRDLING ROOTS. 6.PLUMB AND BACKFILL WITH PLANTING SOIL. 7.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 8.BACK FILL VOIDS AND WATER SECOND TIME. 9.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 10.FINAL LOCATION OF TREE TO BE APPROVED BY OWNER. PLANTING SOIL ON CENTER SPACING AS STATED ON PLAN. EXTEND HOLE EXCAVATION WIDTH A MINIMUM OF 6" BEYOND THE PLANTS ROOT SYSTEM. FINISHED GRADE EDGER, AS SPECIFIED TREE PLANTING DETAIL SCALE: N.T.S.L1051 SHRUB / PERENNIAL PLANTING DETAIL SCALE: N.T.S.L1052 1/2"FINISHED GRADE AT LAWN, 1/2" BELOW TOP OF DIVIDER. LAWN SIDE "BLACK DIAMOND" EDGING BY VALEEY VIEW SPECIALTIES CO. USE 20 FT. LENGTHS. USE KNURLED CONNECTOR AT SPLICES, USE CORNER, TEE, VEE, OR WIDE ANBLE CONNECTORS AT ANGLE 10" X 7/8" METAL ANCHOR STAKES AT 48" O.C., AND AT CHANGES. EACH END. PLASTIC DIVIDER: FINISHED GRADE AT SHRUBS/ PERENNIALS, 1" BELOW TOP OF DIVIDER. PLANTING BED 1"POLY EDGER DETAIL SCALE: N.T.S.L1053 BUILDING, EXTERIOR WALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING SPECIFIED ROCK MULCH 2' MAINTENANCE STRIP EDGER, AS SPECIFIED SOIL MIX TO BE MINIMUM OF 4" BELOW EDGING TOP TO ALLOW FOR ADEQUATE LIP FOR MULCH. SPECIFIED SOIL MIX FINISH GRADE FOR LAWN MAINTENANCE STRIP DETAIL SCALE: 1-1/2"=1'L10544"1"LANDSCAPE NOTES PLANTING 1.CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4.ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5.PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6.ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8.PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9.INSTALL PLANTS BY PLANT INSTALLATION PERIOD INFORMATION IN THE LATEST STANDARD PLANTING DETAILS FROM MNDOT. PLANTINGS BEFORE OR AFTER THESE DATES ARE DONE AT RISK. 10.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 11.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLARE IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLARE. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLARE SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 12.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 13.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 14.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 15.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. SOIL 16.THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 17.BACKFILL SOIL AND TOPSOIL TO ADHERE TO MNDOT STANDARD SPECIFICATION 3877 (LOAM TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. MULCH 18.MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCH. DOUBLE SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH DOUBLE SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND NATURAL IN COLOR (DYE-FREE), OR APPROVED EQUAL. ROCK MULCH TO BE RIVER ROCK, 1 1/2" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL. APPLY PREMENEGRENT HERBICIDE PRIOR TO MULCH PLACEMENT PER MANUFACTURER RECOMMENDATIONS, USE PREEN OR PRE-APPROVED EQUAL. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). EDGER 19.EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. WHERE EDGING TERMINATES AT A SIDEWALK, BEVEL OR RECESS ENDS TO PREVENT TRIP HAZARD. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). SEED/SOD 20.ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED, PER MNDOT SPECIFICATIONS AND SUPPLIER/MANUFACTURER RECOMMENDATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. IRRIGATION 21.PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. SEE LANDSCAPE PLAN FOR IRRIGATION LIMITS. WATERSOURCE FOR IRRIGATION SYSTEM TO BE A STORMWATER POND. ALL IRRIGATION SYSTEMS FOR PROPOSED LANDSCAPE IMPROVEMENTS TO BE DESIGN / BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO CONSULTANT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM TO HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. CONTROLLER TO BE A 2-WIRE SYSTEM, ABLE TO USE A FLOW SENSOR, WEATHER BASED /CELLULAR DATA ENABLED, AND EPA WATERSENSE APPROVED. PROVIDE ONE YEAR OF CELLULAR COVERAGE. IRRIGATION SYSTEM TO INCLUDE FLOW METER AND WIRED RAIN AND FREEZE SENSORS. THE IRRIGATION SYSTEM TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, SEE SITE IRRIGATION SPECIFICATION SECTION FOR ADDITIONAL REQUIREMENTS, IF APPLICABLE. ZONE PARAMETERS: HEAD TO HEAD COVERAGE AND NO SPRAYING OVER WALKS. SEPARATE LAWN ZONES BY MICROCLIMATE - LAWN ON NORTH SIDE OF BUILDING VS LAWN ON SOUTH SIDE OF BUILDING, LAWN ON SLOPE VS LAWN ON LEVEL GRADE. LAWN AREAS TO HAVE MULTI-STREAM ROTARY SPRINKLERS / SPRAYS / ROTORS. SHRUB AND PERENNIAL BED AREAS TO HAVE DRIP. TREES IN LAWN AREA TO BE COVERED BY MULTI-STREAM ROTARY SPRINKLERS / SPRAYS / ROTORS. TREES IN SHRUB / PERENNIAL BED AREA TO BE WATERED WITH DRIP IRRIGATION. PROVIDE MASTER VALVE. ALL IRRIGATION HEADS TO BE PRESSURE REGULATED. ESTABLISHMENT 22.PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 23.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. WARRANTY 24.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 25.MAINTAIN TREES, SHRUBS, SEED AND OTHER PLANTS UNTIL PROJECT COMPLETION, BUT IN NO CASE, LESS THAN FOLLOWING PERIOD; 1 YEAR AFTER PROJECT COMPLETION. MAINTAIN TREES, SHRUBS, SEED AND OTHER PLANTS BY PRUNING, CULTIVATING, AND WEEDING AS REQUIRED FOR HEALTHY GROWTH. RESTORE PLANTING SAUCERS. TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS AND RESET TREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSITION AS REQUIRED. RESTORE OR REPLACE DAMAGED WRAPPINGS. SPRAY AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. REPLENISH MULCH TO THE REQUIRED DEPTH. MAINTAIN LAWNS FOR 60 DAYS AFTER INSTALLING SOD INCLUDING MOWING WHEN SOD RECITES 4” IN HEIGHT. WEED PLANTING BEDS AND MULCH SAUCERS AT MINIMUM ONCE A MONTH DURING THE GROWING SEASON. PROVIDE A MONTHLY REPORT TO THE OWNER ON WEEDING AND OTHER MAINTENANCE RESPONSIBILITIES. 26.SEE ELECTRICAL PLANS FOR SITE LIGHTING. 26.OWNER AND ARCHITECT TO CONFIRM SITE FURNISHINGS SUCH AS BENCHES, TABLES AND CHAIRS, AND TRASH/RECYCLING RECEPTACLES. L105 LANDSCAPE DETAILS DN CLASSROOM 338 LARGE CLASSROOM 339CLASSROOM 342 MECH. & ROOF ACCESS 328 STAFF TOILET 327 WAITING 343 SECURE VESTIBULE 301 STAFF WORKROOM 344CLASSROOM 337 G.1 SMALL GROUP 305 DATA 307 MEDIA CENTER 143 STAFF BREAKROOM 216 MECH 225 TLT 141A 2ND GRADE 217 1ST GRADE 220 1ST GRADE 112 1ST GRADE 221PRE-SCHOOL 109 LITTLE LIONS 219 ART STORAGE 143A ART 1 137 WELL EQUIP. 243 WELLNESS 245 DATA/ELEC. 138 ART STORAGE 137B 2ND GRADE 227 2ND GRADE 226 CUBBIES 106 PRE-K 105 PRE-K 104 KINDERGARTEN 103 KINDERGARTEN 102 BOYS RESTROOM 228 GIRLS RESTROOM 145 ELEC. 318 MECH. 317 CAFETERIA 131 KITCHEN 132 STOR 132A MECH 222 LOBBY 237 VESTIBULE 100A MEN'S 229WOMEN'S 230 STOR 232TLT 125A CORRIDOR 236 STOR 234 OFFICE 235 ADMIN 121ARECEPTION 238 CORRIDOR 223 KINDERGARTEN 101 NURSE 246 CLOSET 247 VEST. 315 VEST. 319 OFFICE 218 NOTE: SHADED AREAS INDICATE EXISTING BUILDING NOT IN SCOPE CORRIDOR 316 JAN. 250 LOUNGE 336 2 A B C D 91 10 LARGE CLASSROOM 341 CLASSROOM 331CLASSROOM 332 CLASSROOM 333CLASSROOM 334 CLASSROOM 335 LEARNING SPECIALISTS 306 MULTIPURPOSE 303 CHOIR 184 BAND 183 ART 2 162 WEIGHT ROOM 166 BAND STORAGE 163 PE OFFICE 164 GYM STORAGE 170 STORM SHELTER MECH. 171 VARSITY SIZED GYMNASIUM 321 STAGE 174 TRANSFORMER 199 47 EVENT ENTRANCE SECONDARY ENTRANCE MAIN ENTRANCELARGE CLASSROOM 340 Department Legend ADMIN BUILDING SERVICES CIRCULATION CLASSROOMS MUSIC PHYSICAL EDUCATION / ATHLETICS CORRIDOR 346 GYMNASIUM LOBBY 347 3568 E F. G. H. NORTH NOTE : DIAGONAL HATCH AREAS INDICATE RENOVATION IN EXISTING BUILDING ADDITION EXISTING KEY PLAN - LOWER SCHOOL 20 DESKS SHOWN TYPICAL ADDITION = 33,500 SF RENOVATION = 3,500 SF (SHOWN HATCHED AREA KEY D E S I G N G R O U P ISSUES & REVISIONS COMMISSION NO: DRAWN BY: CHECKED BY: SHEET I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of 767 N. EUSTIS STREET, SUITE 190 ST. PAUL, MINNESOTA 55114 651.642.9200 WWW.POPEDESIGN.COM POPE DESIGN GROUP NOT FOR CONSTRUCTION0"1/2"1" TRUE SHEET SCALE DATE 11/29/2023 4:46:23 PM C:\Revit Projects\2023\41129-23027_LibertyClassical - VE DESIGN MODEL - NEW - Elementary Addition_DNorthrup_PDG.rvt A2.1 LOWER SCHOOL ADDITION - OVERALL FLOOR PLAN EK KK, DN 41129-23027 Minnesota Lic No: #####Date: mm/dd/yy Name of Signing Architect Liberty Classical Academy - Phase 1: Lower School Addition HUGO, MN NORTH 3/64" = 1'-0"A2.1 1FIRST LEVEL OVERALL FLOOR PLAN 1/4" = 1'-0"A2.1 2 TYPICAL CLASSROOM PLAN SCHEMATIC PRICING 4-14-23 1 CITY SUBMITTAL 11-30-23 NOTE: SHADED AREAS INDICATE EXISTING BUILDING NOT IN SCOPE ) Liberty Classical Academy - Phase 1: Lower School Addition HUGO, MN DN - - - - LARGE CLASSROOM 339 CLASSROOM 333 CLASSROOM 334 CLASSROOM 335CLASSROOM 331 STAFF TOILET 327 MULTIPURPOSE 303 STORAGE 304 LEARNING SPECIALISTS 306 VARSITY SIZED GYMNASIUM 321 WAITING 343 SECURE VESTIBULE 301 STAFF WORKROOM 344 CORRIDOR 320 CLASSROOM 332 LOUNGE 336 CLASSROOM 337 CLASSROOM 338 MECH. & ROOF ACCESS 328 DIRECTOR'S OFFICE 345 MECH. 317ELEC. 318 DATA 307 315A SMALL GROUP 305 CORRIDOR 316 VEST. 315 VEST. 319 LARGE CLASSROOM 341 CLASSROOM 342 318317 319B M6BS 1 M6BS 1M6BS 1M6BS 1 M6A (7) 2'x6' CRASH PADS REINSTALL SALVAGED DF W/ BOTTLE FILLER ICC 500 STORM RATED DOOR 2 A B C D 91 10 A3.2 2 A3.2 1 A3.1 3 A3.1 4 47 HUDDLE 194 356 8 CHOIR 184 BAND 183 STORM SHELTER MECH. 171 GYM STORAGE 170 GYMNASIUM LOBBY 347 TOILET 177 TOILET 176 TOILET 178 ART 2 162 BOYS RESTROOM 228 GIRLS RESTROOM 145 WEIGHT ROOM 166 PE OFFICE 164 BAND STORAGE 163 STAGE 174 STORAGE 172 AV 173 LARGE CLASSROOM 340 OFFICE 192 MENS TOILET ROOM 180 LOCKER ROOM 179 LOCKER ROOM 182 WOMENS TOILET ROOM 181 E F. G. H. NOTE: AREAS OF RENOVATION SHOWN HATCHED NOTE: AREAS OF ICC 500 RATED STORM SHELTER SHOWN CROSSHATCHED Department Legend ADMIN BUILDING SERVICES CIRCULATION CLASSROOMS MUSIC PHYSICAL EDUCATION / ATHLETICS AREA A AREA B KEY PLAN - LOWER SCHOOL ADDITION = 33,500 SF RENOVATION = 3,500 SF (SHOWN HATCHED AREA KEY D E S I G N G R O U P ISSUES & REVISIONS COMMISSION NO: DRAWN BY: CHECKED BY: SHEET I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of 767 N. EUSTIS STREET, SUITE 190 ST. PAUL, MINNESOTA 55114 651.642.9200 WWW.POPEDESIGN.COM POPE DESIGN GROUP NOT FOR CONSTRUCTION0"1/2"1" TRUE SHEET SCALE DATE 11/29/2023 4:46:29 PM C:\Revit Projects\2023\41129-23027_LibertyClassical - VE DESIGN MODEL - NEW - Elementary Addition_DNorthrup_PDG.rvt A2.2 ENLARGED FLOOR PLAN - AREA A EK KK, DN 41129-23027 Minnesota Lic No: #####Date: mm/dd/yy Name of Signing Architect Liberty Classical Academy - Phase 1: Lower School Addition HUGO, MN 3/32" = 1'-0"A2.2 1ELEMENTARY ADDITION - ENLARGED FLOOR PLAN NORTH SCHEMATIC PRICING 4-14-23 1 CITY SUBMITTAL 11-30-23 NOTE: AREAS OF RENOVATION SHOWN HATCHED ) Liberty Classical Academy - Phase 1: Lower School Addition HUGO, MN FIRST LEVEL 100'-0" FLASH-2 STN-2 AFS-1 WD-1 FC-4 PCAST-3 BRICK-3 BRICK-3 SOLDIER COURSE , 1/2" RECESS AFS-1 PCAST-4 WD-1 FC-4 AFS-1 PCAST-4 WD-1FLASH-2 PCAST-1 PCAST-2 T.O. GYM ADDITION 131'-6" T.O. PARAPET LOWER SCHOOL ADDITION 118'-6" FIRST LEVEL 100'-0" BTM. EAVE CLASSROOM ADDITION 116'-0"ROOF LEVEL CONNECTION 114'-0" FLASH-2 STN-2AFS-1 WD-1 FC-4 PCAST-3 BRICK-3BRICK-3 SOLDIER COURSE , 1/2" RECESS AFS-1 PCAST-4 BLDG. WD-1 FC-4 AFS-1 PCAST-4 T.O. PARAPET LOWER SCHOOL ADDITION 118'-6" EXTERIOR MATERIAL FINISH SCHEDULE PCAST - 1 MATERIAL ID MATERIAL MANUFACTURER FINISH COLOR LOCATION PCAST - 2 STN - 2 MP - 1 FLASH - 1 FLASH - 2 FLASH - 3 PRECAST CONCRETE WALL PANELS PRECAST CONCRETE WALL PANELS METAL PANEL CAP FLASHING CAP FLASHING SILL FLASHING ALUMINUM STOREFRONT WINDOW FRAMES THIN BRICK AFS-1 BRICK-1 BRICK-2 FACE BRICK GLEN-GHERY GREY, TBD. NOTE: THE "BASIS OF DESIGN" MATERIALS FOR THE PROJECT ARE LISTED ON THE SCHEDULE ABOVE. SEE SPECIFICATIONS FOR ADDITIONAL MATERIAL INFORMATION AND OTHER APPROVE D SUBSTITUTIONS. STONE VENEER - THIN CLAD RENAISSANCE ARRISCRAFT ROCKED 12X24 OAK RIDGE ALUCOBOND ANNODIZED DARK BRONZE ABOVE CURTAIN WALL IN GLASS CONNECTORS PCAST - 3 PRECAST STONE, ARRIS-CAST ARRISCRAFT SMOOTH COMPLIMENT OAK RIDGE GLEN-GHERY GREY, TBD.IN PCAST-2 WELLS ACID ETCH BUFF/GREY WELLS THIN BRICK BRICK-2 MATCH - SLATE GRAY PITCHED ROOFS MATCH - DARK BRONZE MP ABOVE ACM PANELS DARK BRONZETBDANNODIZED MATCH - WHITE HARDIE SIDING WINDOWS IN WHITE LAP SIDING WD-1 PCAST - 4 PRECAST STONE, ARRIS-CAST ARRISCRAFT SMOOTH COMPLIMENT BRICK-1 BRICK WALL BASE PCAST SILL FACE BRICKBRICK-3 GLEN-GHERY MATCH STN-1, TBD. STONE WALL BASE PCAST SILL PCAST STONE WALL BASE BAND FC-2 JAMES HARDIE SMOOTH FINISH FIELD PAINTED COLOR: BM-WHITE DOVE OC-17 FIBER CEMENT PANELS (SOFFIT) FC-3 JAMES HARDIE SMOOTH FINISH FIELD PAINTED COLOR: BM-WHITE DOVE OC-17 FIBER CEMENT VENTED SOFFIT FC-4 JAMES HARDIE SMOOTH FINISH FIELD PAINTED COLOR: BM-WHITE DOVE OC-17 FIBER CEMENT TRIM BOARDS (VARIES) VELOUR VELOUR VELOUR WOOD LOOK LAP SIDING CLADDING TBD COLONIAL WHITE ALL ELEVATIONS AREA A AREA B KEY PLAN - LOWER SCHOOL D E S I G N G R O U P ISSUES & REVISIONS COMMISSION NO: DRAWN BY: CHECKED BY: SHEET I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of 767 N. EUSTIS STREET, SUITE 190 ST. PAUL, MINNESOTA 55114 651.642.9200 WWW.POPEDESIGN.COM POPE DESIGN GROUP NOT FOR CONSTRUCTION0"1/2"1" TRUE SHEET SCALE DATE 11/29/2023 4:46:58 PM C:\Revit Projects\2023\41129-23027_LibertyClassical - VE DESIGN MODEL - NEW - Elementary Addition_DNorthrup_PDG.rvt A3.2 EXTERIOR ELEVATIONS EK KK, DN 41129-23027 Minnesota Lic No: #####Date: mm/dd/yy Name of Signing Architect Liberty Classical Academy - Phase 1: Lower School Addition HUGO, MN 1/8" = 1'-0"A3.2 2SOUTH BUILDING ELEVATION - CLASSROOMS 1/8" = 1'-0"A3.2 1NORTH BUILDING ELEVATION SCHEMATIC PRICING 4-14-23 1 CITY SUBMITTAL 11-30-23 Liberty Classical Academy - Phase 1: Lower School Addition HUGO, MN A. B. C. D. 1. 2. 3. 4. 5. DO NOT SCALE DRAWINGS. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. IN THE CASE OF AMBIGUITIES, DISCREPANCIES, OR IRREGULARITIES IN THE DRAWINGS AND/OR SPECIFICATIONS, THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. IN ALL CONSTRUCTION TYPES, ALL WOOD USED IN THE FOLLOWING LOCATIONS IS TO BE PRESERVATIVE-TREATED: WOOD IN CONTACT WITH THE GROUND OR WATER WOOD IN EXTERIOR FOUNDATION WALLS. WOOD IN CONTACT WITH CONCRETE SLABS-ON-GRADE, OR IN CONTACT WITH CONCRETE OR MASONRY FOUNDATION WALLS. WOOD WITHIN A CRAWL SPACE OVER EXPOSED EARTH. AT OTHER LOCATIONS NOTED ON THE CONSTRUCTION DOCUMENTS E.SEE SHEET A0.2 FOR SYMBOLS, INDICATION OF MATERIALS, PARTITION TYPE DETAILS & ABBREVIATIONS. F.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND STANDARDS AS AMENDED BY LOCAL CODES. G.PROVIDE WOOD BLOCKING WHERE WALL MOUNTED ITEMS INCLUDING BUT NOT LIMITED TO CASEWORK, EQUIPMENT, ARTWORK AND FURNITURE ARE INDICATED. VERIFY LENGTHS AND MOUNTING HEIGHTS OF BLOCKING. H.INSTALL MANUFACTURED ITEMS, MATERIALS, AND EQUIPMENT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED SPECIFICATIONS. I.DELIVER, STORE, AND HANDLE MATERIALS IN A MANNER THAT WILL PREVENT DAMAGE. STORE MATERIALS PER RECOMMENDATION OF SUPPLIER AND MANUFACTURER. REPLACE DAMAGED MATERIALS. J.CONTRACTOR SHALL PROVIDE CEILING AND WALL ACCESS PANELS AS REQUIRED. VERIFY EXACT LOCATION WITH THE ARCHITECT. K.THE CONTRACTOR SHALL SUBMIT PRODUCT INFORMATION (INCLUDING CUT SHEETS AND FINISH SAMPLES) FOR THE FOLLOWING ITEMS TO THE ARCHITECT FOR COORDINATION AND COMPLIANCE WITH THE DESIGN INTENT: WOOD FRAMING SIDING ROOF SHINGLES DOORS, FRAMES AND HARDWARE WOOD TRUSSES MASONRY L.REQUESTS FOR SUBSTITUTIONS FOR ITEMS SPECIFIED SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT FOR APPROVAL. THE BURDEN OF PROOF OF MERIT OF A SUBSTITUTION IS UPON THE PROPOSER. THE REQUEST SHALL IDENTIFY AND INCLUDE WITHIN THE SCOPE OF WORK FOR THE SUBSTITUTION ANY AND ALL ADJUSTMENTS REQUIRED TO THE ADJACENT CONSTRUCTION TO IMPLEMENT THE SUBSTITUTION REQUESTED. THE ARCHITECT'S DECISION OF APPROVAL OR DISAPPROVAL OF A SUBSTITUTION SHALL BE FINAL. FLOOR PLAN GENERAL NOTES A2.1 3 A2.1 2 A2.1 6 A2.1 5 1 A - - B C 8'-0"9'-0"6'-0"9'-0"8'-0" 40'-0"20'-8"3'-4"8'-0"6'-6"12'-0"3'-0"12'-0"6'-6"4'-0"7'-8"6'-0"32'-0"5'-0"100A100B A2.2 8 IRRIGATION CONTROLS & STORAGE 100 101B PIPE BOLLARD CONC. APRON, SEE STRUCT. CONC. APRON, SEE STRUCT. CONC. STOOP, SEE STRUCT. SEPTIC CONTROLS 101 101ACONC. STOOP, SEE STRUCT. 5'-0"6'-0"7'-8"FIRST FLOOR 100'-0" T.O. STUD WALL 110'-8" 1 T.O. FOOTING 96'-0" C E04 E06 E02 E03 E05 ROOF RIDGE 121'-3" FIRST FLOOR 100'-0" T.O. STUD WALL 110'-8" A T.O. FOOTING 96'-0" B E02 E06 E01 E09 E04 ROOF RIDGE 121'-3" E07 E08 101A FIRST FLOOR 100'-0" T.O. STUD WALL 110'-8" 1 T.O. FOOTING 96'-0" C 100B101B E04 E05 E03 E06E07 E02 E09 E10 ROOF RIDGE 121'-3" FIRST FLOOR 100'-0" T.O. STUD WALL 110'-8" A T.O. FOOTING 96'-0" B E01 E04 E09 E06 E02 E07100A E08 ROOF RIDGE 121'-3" EXTERIOR MATERIAL FINISH SCHEDULE MATERIAL IDMATERIALMANUFACTURERFINISHCOLORLOCATION ENGINEERED WOOD HORIZ. LAP SIDING CMR-1 EWS-1 TBDTBDGREYROOF NOTE: THE "BASIS OF DESIGN" MATERIALS FOR THE PROJECT ARE LISTED ON THE SCHEDULE ABOVE. TRIM-1ENGINEERED WOOD SIDING FASCIALP SMARTSIDEFACTORY PRIMEC; FACTORY FINISHEDTBDGROUND & ROOF LEVELS, SEE ELEVATIONS CORRUGATED METAL ROOF FACTORY PRIMED; FACTORY FINISHEDWHITEGROUND LEVEL, SEE ELEVATIONS SPLIT FACE CMUCM-1AMCONSPLIT FACEGREY SPICEGROUND & ROOF LEVEL, SEE ELEVATIONS TRIM-2ENGINEERED WOOD SIDING TRIMLP SMARTSIDEFACTORY PRIMEC; FACTORY FINISHEDTBDGROUND & ROOF LEVELS, SEE ELEVATIONS LP SMARTSIDE PNL.F.HM KICKPLATE- VERIFY WITH HARDWARE GROUP PNL.OH1.STL 2" SEE SCHED VARIES2"VARIES- SEE SCHEDSCHED2" OR 4"SEEFRM.001.HM14'-0"4'-0"18" TUBE FORM 6" MIN. OF CONC. COVER CONCRETE SLAB 1/2" EXPANSION MATERIAL w/ ROD & SEALANT 7'-6" LONG X 6" I.D. STEEL PIPE FILLED w/ CONCRETE, FIELD PAINT FORM "DOME" OF EXPOSED CONC. CAP A2.1 3 A2.1 2 A2.1 6 A2.1 5 1 A B C 1 A2.2 2 A2.2 D E S I G N G R O U P ISSUES & REVISIONS COMMISSION NO: DRAWN BY: CHECKED BY: SHEET I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of 767 N. EUSTIS STREET, SUITE 190 ST. PAUL, MINNESOTA 55114 651.642.9200 WWW.POPEDESIGN.COM POPE DESIGN GROUP NOT FOR CONSTRUCTION0"1/2"1" TRUE SHEET SCALE DATE 2/28/2024 5:09:59 PM C:\Revit Projects\2023\41129-23027C_Outbuilding_R23_DNorthrup_PDG.rvt A2.1 FLOOR PLAN, EXT. ELEVATIONS, EXT. MAT'L FINISH SCHEDULE EK BW Minnesota Date: 02/27/24 Liberty Classical Academy - Phase 2: Lower School Addition RAMSEY, MN 1/8" = 1'-0"A2.1 1 FIRST LEVEL FLOOR PLAN 1/8" = 1'-0"A2.1 5SOUTH BUILDING ELEVATION 1/8" = 1'-0"A2.1 3EAST BUILDING ELEVATION 1/8" = 1'-0"A2.1 2NORTH BUILDING ELEVATION 1/8" = 1'-0"A2.1 6WEST BUILDING ELEVATION PROJECT NORTH TRUE NORTH 1/4" = 1'-0"A2.1 7 DOOR TYPES 1/4" = 1'-0"A2.1 8 FRAME TYPES DOOR SCHEDULE- CORE AND SHELL Revision Dr. No.From Room To Room Door Panels Door Frame Jamb Detail Hard ware FIRE RATING (MIN)Comments Total of Panels # of Pnls. Panel 1 Panel 2 Thick Material Glass Type Type Head Height Material Glass TypeWidthHeightTypeWidthTypeWidth FIRST FLOOR 100AIRRIGATION CONTROLS & STORAGE 3'-0"7'-0"1 PNL.F.HM 3'-0"1 3/4"HM --FRM.001.HM1 2"HM -- 100BIRRIGATION CONTROLS & STORAGE 9'-0"8'-0"1 PNL.OH1.STL 9'-0"2"STL --FRM.1201.STL4 1'-0"----MOTORIZED 101ASEPTIC CONTROLS 3'-0"7'-0"1 PNL.F.HM 3'-0"1 3/4"HM --FRM.001.HM1 2"HM -- 101BSEPTIC CONTROLS 9'-0"8'-0"1 PNL.OH1.STL 9'-0"2"STL --FRM.1201.STL4 1'-0"----MOTORIZED 1/2" = 1'-0"A2.1 9 PIPE BOLLARD DETAIL EXTERIOR ELEVATION KEY NOTES E01CMR-1 CORRUGATED TIN ROOF E02EWS-1 LAP SIDING, FACTORY PRIMED WITH PAINT FINISH. E03EWS-2 BOARD & BATTEN SIDING, FACTORY PRIMED WITH PAINT FINISH. E04TRIM-1 1X3 OVER 1X8 ROOF EAVE/RAKE TRIM, FACTORY PRIMED WITH PAINT FINISH. E05TRIM-2 1X8 GABLE TRIM, FACTORY PRIMED WITH PAINT FINISH. E06TRIM-3 1X8 TRIM, FACTORY PRIMED WITH PAINT FINISH, PROVIDE PRE-FINISHED METAL FLASHING CAP. E07TRIM-3 1X6 DOOR TRIM, FACTORY PRIMED WITH PAINT FINISH, PROVIDE PREFINISHED METAL FLASHING CAP AT HEAD. E08CONCRETE STOOP, SEE STRUCTURAL. E09PRIMED AND PAINTED PIPE BOLLARD, SEE DETAIL. E10CONCRETE APRON, SEE STRUCTURAL. 1/8" = 1'-0"A2.1 4 ROOF PLAN PROJECT NORTH TRUE NORTH EWS-1TYPICAL WOOD LOOK LAP SIDING CLADDING CMR-1DARK CORRUGATED METAL ROOFINGCM-1SPLIT FACE BLOCK 2" SCH 80 2" SCH 802" SCH 80 2" SCH 80 2" SCH 80 2" SCH 802" SCH 80 2" SCH 80 2" SCH 80 2" SCH 802" SCH 80 2" SCH 80 2" SCH 80 2" SCH 802" SCH 80 2" SCH 80 NORMAL WATER LEVEL: 973.00 100-YR HWL: 978.30 EOF: 980.00 WATER QUALITY VOLUME: 701,969 CF TOTAL STORAGE VOLUME: 2,237,154 CF LOWER SCHOOL ±33,590 SF EXISTING LOWER SCHOOL GOGGINS LAKE OHW: 965.5 EXISTING DNR MONITORING WELL BASEBALL FIELD (ALTERNATE) SEPTIC TRACK AND SOCCER/LACROSSE FIELD COMMONS BUILDING ±82,200 SF CHAPEL ±8,050 SF UPPER SCHOOL ±33,440 SF MIDDLE SCHOOL ±33,440 SF SEPTICKELLER AVE122ND ST FUTURE SOCCER/LACROSSE PRACTICE FIELD (350X220) UTILITY BUILDING, SEE ARCHITECTURAL PLANS CITY OF HUGO / MAY TOWNSHIP LINE EXISTING FARM HOUSE , BUILDINGS, AND PAVEMENT TO REMAIN Know what'sbelow. before you dig.Call R NORTH LEGEND PROPERTY LINE CONCRETE SIDEWALK STORMWATER BASIN PROPOSED SEPTIC FIELD ISSUES & REVISIONS COMMISSION NO: DRAWN BY: CHECKED BY: SHEET 767 N. EUSTIS STREET, SUITE 190 ST. PAUL, MINNESOTA 55114 651.642.9200 WWW.POPEDESIGN.COM POPE DESIGN GROUP DATE 160061004 GAR MCB MICHAEL C. BRANDT, P.E. 03/29/2024 462661DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MN LIC. NO. NOT FOR CONSTRUCTION SCHEMATIC PRICING4-14-23 1 CITY SUBMITTAL11-30-23 © 2023 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 PHONE: 651-645-4197 WWW.KIMLEY-HORN.COM PRELIMINARY - NOT FOR CONSTRUCTION CITY & BCWD RESUBMITTAL 03-29-24 C400 PHASE I OVERALL SITE PLAN ASPHALT PAVEMENT SITE FENCING GRAVEL PARKING AREA PHASE 1 WORK PHASE I PARKING TOTAL REQUIRED PHASE I PARKING (PER CITY OF HUGO CODE, 1 SPACE PER 100 LOWER SCHOOL STUDENTS + 1 SPACE PER 4 UPPER SCHOOL STUDENTS + 1 SPACE PER CLASSROOM) 64 SPACES PROPOSED PHASE I PARKING 202 SPACES PHASE I CAMPUS PROJECTIONS PROJECTED PHASE I STUDENT POPULATION 336 PHASE I LOWER SCHOOL STUDENTS 186 PHASE I MIDDLE SCHOOL STUDENTS 0 PHASE I HIGH SCHOOL STUDENTS 150 PHASE I STAFF COUNT 35 TOTAL NUMBER OF PHASE I CLASSROOMS 24 *Not Part of Approval PETITION objecting to the granting of Conditional Use Permits for the Liberty Classical Academy’s expansion in Withrow under consideration by the Hugo City Council and the May Town Board WE,the residents of the Withrow area, object to the use by Liberty Classical Academy in Withrow for anything other than an elementary school. WE also object to the proposed expansion by Liberty Classical Academy to build a five building campus to accommodate 850 total students. WE ask the Hugo City Council and the May Town Board to not approve the Conditional Use Permits for Phase 1 requested by Liberty Classical Academy. WE also oppose the future approval of any Conditional Use Permits for construction of buildings or infrastructure by Liberty for Phase 2. The Hugo 2040 Comprehensive Plan seeks to “encourage development of land uses according to function,minimizing land use conflicts and/or damage to the environment”. Further, the plan intends to “encourage growth in areas within proximity to key infrastructure including transportation corridors, water, waste water and community facilities.” (p.49) (bold and italics added) Such is not the case with the Liberty site in Withrow The Metropolitan Council designates the proposed Liberty Academy development as being in a “Diversified Rural Area”. Such areas “are expected to plan for growth not to exceed forecasts and in patterns that do not exceed 4 units per 40 acres. In addition, Diversified Rural communities are expected to manage land uses to prevent the premature demand for extension of urban services, and so that existing service levels will meet service needs.” (p.50) Such is not the case with the Liberty site in Withrow Hugo City Council meeting May 6 and 20. Hugo Planning Commission meeting May 9 and May 23. May Town Planning Commission meeting May 30. All meetings at 7:00 PM. * no signatures were included If you collect signatures from your neighbors: -Get name(s),address and signature(s) -Any resident over 18 can sign -Count number of households contacted vs total in your neighborhood vs number who refused (a petition is not much good if it shows a 50/50 split) -There isn’t a deadline for submitting signatures -Print out copies of the petition -Sign on the back -Print out a copy of the Phase 2 site plan to show your neighbors (PDF attached) -Concerns about Phase 2: 850 students pre-K through 12,90 staff 5 buildings,2 parking lots (400+spaces) Holding pond for 16.7 million gallons (over 25 Olympic size pools) 21 drain fields for septic system Who will pay for turn lanes and traffic changes Anything else you can think of Neil and Sara Shah 6 Preserve Trail North Oaks,MN 55126 5/8/2024 Dear Planning Commissioners, Thank you for your thoughtful consideration of Liberty Classical Academy's application for a conditional use permit to construct a school and associate supporting structures at their Hugo campus.We note that staff has identified that this application meets all criteria for approval. We are writing in support of the proposed application.Three of our children currently attend Liberty Classical Academy.Each of them would directly benefit from this proposed expansion.In reviewing the application we note that particular attention has been paid to responsible integration into an agriculture zoned area. For example,the driveway and parking lots are of sufficient size to prevent spillover of pickup/drop-off traffic onto surrounding roads.Additionally,the overall site plan leaves significant green space and open space to maintain a countryside aesthetic. While we are sensitive to the impacts related to construction and traffic flow that this project will have on the neighborhood,we feel that enhancing a strong and growing academic community will have outsized benefits for all Hugo residents as well as residents of nearby communities. Thank you for your thoughtful consideration. Sincerely, Neil and Sara Shah 1 Rachel Juba From:Bill Wright <billwright1@gmail.com> Sent:Monday, May 13, 2024 4:26 PM To:Tom Weidt; Becky Petryk; Phil Klein; Dave Strub; Mike Miron; Rachel Juba; fran.miron@co.washington.mn.us; cnelson4@mmm.com; walts52flatty@hotmail.com; jdihfdol@yahoo.com; mitchell@altempmech.com; tnesse@nesse.org; johnpazlar.townofmay@gmail.com; baymoon31@gmail.com; drolf@townofmay.org Subject:Proposal regarding the Liberty Classical Academy expansion approvals process Caution: This email originated outside our organization; please use caution. I am writing with respect to the Liberty Classical Academy Expansion proposal that is currently working its way through  the decision and approvals process in Hugo and May. The School is currently seeking approval for what they call Phase 1 of their overall master site development plan.  I was  told what this means is that the overall plan is not up for consideration at this time, only specific elements of the plan.  I  was interested to see how this actually worked in practice last Thursday at the Hugo Planning Commission meeting, with  some concerns going into it that what might actually develop would be the master site development plan driving  decisions and acting as the de facto plan of record. What I observed last Thursday at the Planning Commission meeting confirmed my fears and demonstrated that while it  might be the intention of all parties to not have the master plan up for consideration, this plan was in reality both driving  and constraining all discussions relative to Phase 1.  It was unavoidable, almost by definition. Let me illustrate the issue with two examples, and then propose a more common‐sense approach that will provide  transparency for both the local community and the School in the development of this property, regardless of ultimate  decisions made. Example 1:  Parking structure placement Part of the School’s Phase 1 expansion plan calls for a 200+ space parking lot that they intend to place right off the  property lines of the three housing units that sit on 122nd.   In doing so, one of these houses will be surrounded on 3 sides  by asphalt:  one busy county road, and two separate parking lots that border it on the west and north.  This is an  agricultural area, and one property will be as if it were dropped into an industrial or commercial zone with the  placement of the parking lot as is. When this was pointed out, the School mentioned that they had very little wiggle room to move the parking lot, maybe  a few feet at most.  As reference, this is on a 70+ acre parcel of completely open cornfield.  As such, there are no existing  constraints to shift the parking any direction required to provide additional green space and less disruption to the  neighboring houses.  So why such little room or inability of the School to consider a better spot for the parking  lot?  Because the master plan calls for additional buildings just north of the parking lot, and thus there is limited ability  to move the parking lot further from those houses and maintain the integrity of their master plan.  The Planning  Commission accepted this as a viable reason, and by so doing, accepted the master plan as the pro forma guiding plan  without actually having to provide a public position or decision on it. 2 If the master plan will not ultimately be approved, then it makes no sense to place that parking lot there at such a  detriment to those houses.  If it is approved, then at least the residents of those houses understand that the parking lot  fits within an approved overall site plan that includes public and transparent rationales from the city officials as to why  that plan was approved.   As it currently stands, no such transparency exists, and decisions are being made as if an overall site plan will be or has  been approved, with no such approval actually in place. Example #2:  Main entrance location This process design and the ensuing uncertainty is also inhibiting the ability of the community to engage with the School  on alternative solutions or considerations regarding property development.   For example, the School is also calling for  their primary entrance for Phase 1 to be placed on Keller Ave, though the master plan eventually has the main entrance  to be on 122nd.  The 122nd entrance makes significantly more sense for the school logistics, the number of cars, flow of  traffic, and community impact.  122nd is the route of travel for the vast majority of their traffic, and it is a commuter  school with no planned busing.  The current proposal will create a large backup on Keller Ave at peak hours, with  potentially hundreds of cars all queuing up at the intersection of 122nd and Keller Ave at concentrated periods of time  during the day.  In essence, the School is outsourcing their parking queuing onto Keller, where the cars will stop and  then proceed onto 122nd. Placing the main entrance on 122nd allows for the School to incorporate all parking queuing on their own property, vs.  backing up traffic on Keller Ave in their current proposal.  When approached about the potential to just have the  entrance on 122nd to start with, as their master plan calls for, School officials said that if the overall master plan is not  approved, then they don’t want the main entrance on 122nd since it would be more expensive and inconvenient for them  to build that entrance. This is another example where not considering the master plan from the beginning will hamper discussions and  potentially inhibit or prevent better solutions for both the School and the local community.  The process is being run  backwards and will ultimately create unnecessary distrust and potentially sub‐optimal decisions in the development of  the property. Proposal My proposal is that the Hugo and May officials determine that the master plan in its entirety needs to be decisioned,  and that any Phase 1 developments and construction will not be considered independent or separate of that plan. This approach seems to me to be simply common‐sense and the appropriate way in which to engage with both the local  community and the School.  The community will know at the outset what to expect from this development, and will  have specific, public, and transparent guidance as to how the respective cities/townships view development in this  area.  With this information, we will then understand how we can prepare and plan relative to our own properties and  lives.  Absent this, we will be left in limbo for potentially years as to what this area will become.  This isn’t fair nor do I  think a completely honest way in which to interact with the community or to discuss plans that would materially  transform the area. The School will also benefit from this transparency and decision.  If their master plan is approved, they can go forward in  full confidence and proceed as their income, fundraising and donations allow.  If it is not approved, they can make the  necessary adjustments and create a revised plan.  On some of those changes they might prove more willing to consider  impact to their neighbors if it turns out they have additional space to work with, or additional guidance on how their  overall master plan is viewed by city and township officials. 3 To summarize, I am suggesting that a better, more transparent process should be put in place, and that this begins with  having the overall master plan up for review as the starting point since it is already driving so much of the School’s  current proposal, including Phase 1 infrastructure and building sizing and placement. To conclude on a personal note, we moved onto our small farm on Keller Ave across from the back of the School back in  2016.  At that time it was Withrow Elementary School, and we sent out oldest child, who was in Kindergarten at the  time.  Only a few months later, Stillwater School District determined that they were going to shut down the school.  The  process they deployed in doing so was not a good one, by any objective standard, and was a complete disservice to our  community.   Having gone through that, the citizens of this part of Hugo and May deserve, I feel, a more open and  transparent process than what we experienced as part of that situation, and what I observed at the Hugo Planning  Commission meeting last week.  The good news is that this time it is well within the control of the city of Hugo and May  Township to put in place a better process for all of the various stakeholders represented. Many of us were surprised to learn that a development of this size, density, and scope would even be considered in this  area given the rules all of us currently abide by in developing and maintaining our own properties at very low densities  and environmental impact.  If, however, Hugo and May support this total level of development, this should be  communicated at the outset of the project to the community, so that we understand the full scope of what will happen  and be able to make our own plans accordingly.  This seems like the decent thing to do, and I don't see any downsides to  this approach. Having this clear communication and guidance will also be important for others living in or considering  living in the neighboring agricultural areas of Hugo and May.  Thank you for your consideration, Bill Wright 12388 Keller Ave N. Hugo, MN  55038 1 Rachel Juba From:Bill Wright <billwright1@gmail.com> Sent:Tuesday, May 14, 2024 2:58 PM To:Rachel Juba Subject:Re: Liberty Classical Queuing Caution: This email originated outside our organization; please use caution. Rachel, One quick additional thing on the topic of roads and the Keller entrance. I spoke with Lyssa Leitner at the County earlier this afternoon to see if I could get additional clarity on the potential implications around eminent domain that wasn't brought up in the planning meeting last week, but was in her letter from April 23. During the discussion, I asked for clarification on whether an entrance had to be on Keller. The Liberty folks had told me after the meeting that even if they put in their main entrance on 122nd, the County would still require an entrance off of Keller. Lyssa and Frank said this wasn't necessarily true, and that this option hadn't been presented to them. I let them know that exploring other options dealing with the Keller entrance was one of the action items from last week, and Lyssa said she would reach out to you regarding details at some point. Anyway, it sounds like not an impossibility to at least explore other options and understand their relative implications and impact for the school and community. Thanks, Bill On Tue, May 14, 2024 at 9:50 AM Bill Wright <billwright1@gmail.com> wrote: Rachel, I'd like additional context for the following statement from the Liberty Classical Academy regarding queuing: "Queueing for the site was analyzed, the pick-up/drop-off school’s queueing was modeled to determine the maximum anticipated queues for a typical school day. The site provides storage of dedicated vehicular queueing which is sufficient to store the anticipated queues. All queues are anticipated to remain on site and not impact any public roadways. Queueing for the Phase 1 lower school expansion is not anticipated to impact public streets because the anticipated queues will be approximately 600 feet with the Phase 1 expansion (see queueing exhibit with Civil plans)." This doesn't sound right. They will queue at their intersection that leads onto Keller, and then they will queue at the intersection of Keller and 122nd. All of their traffic patterns lead to 122nd (meaning once they leave the 2 entrance, they will all go south to the stop sign), so that intersection will be queued and Keller will be impacted. Please provide or point me to the study or statement that supports no impact to Keller or cars queued at that intersection. It doesn't pass the common sense test for me. Thanks, Bill Edward Hanson 15688 Fairoaks Ave N Hugo, MN 55038 612-799-4259 Edward.hanson.310@gmail.com May 9th, 2024 Mr. Bryan Bear City Of Hugo 14669 Fitzgerald Ave. N. Hugo, MN 55038 Dear Mr. Bear, I am writing to you in support of Liberty Classical Academy’s Phase 2 expansion plan at the former Withrow Elementary School site in Hugo, MN. I have lived in Hugo for the past six years and I have watched Hugo grow and change at an exponential pace. The growth in such a short period has been remarkable to witness. As the city of Hugo continues to grow, I believe it is of the utmost importance to provide residents with educational choices for their children. Allowing Liberty Classical Academy to execute its phase 2 expansion plan, would afford residents an additional educational option. I understand that some of my Hugo neighbors are opposed to the plan because of increased vehicle traffic. Hugo is not the sparsely populated town it once was. With growth and progress comes traffic. According to MNDoT, Manning Tr N at the intersection of 122nd St N, had an average of 6,800 vehicles per day in 2018. I think it's fair to estimate it is well over 7,000/day in 2024. In 2018, 122nd St N at Keller Ave N had an average of 2,550 vehicles/day, probably close to 3,000 in 2024. Keller Ave N, north of 122nd St N, had an average of 652 vehicles/day in 2022. Keystone Ave N, south of 122nd Ave N, averaged 1,223 vehicles/day in 2022. A neighboring business to Liberty Classical Academy is a 500-person event center at the Withrow Ballroom. Another neighboring business is Sal’s Angus Grill. Drive by on any given evening and you will see a parking lot full of cars. All this to say, adding a small high school will not add significantly to the traffic on an already very busy road. I also understand some of my neighbors are concerned about property values. Liberty Classical Academy is one of the top-performing schools in the nation. Ask any realtor how great schools affect property value, and you will see this argument is silly. If anything, having Liberty Classical Academy in Hugo will attract more residents, driving up property value. Having Liberty in our community will grow the tax base and tax revenue, to the benefit of all. I ask that you consider my comments in the approval process of Liberty Classical Academy’s Phase 2 Expansion Plan and I am asking that you approve the plan without restriction. Thank You, Edward Hanon From:Nate Sparks To:Rachel Juba Subject:FW: May 30th meeting.1e Date:Wednesday, May 29, 2024 10:45:09 AM Attachments:image581805.png Caution: This email originated outside our organization; please use caution. Nate Sparks​​​​ Senior Professional Community Planner 952.221.0540 (o)‑ 701 Xenia Avenue South, Suite 300 Minneapolis , MN 55416 wsbeng.com For a list of WSB employee licenses and certifications visit here. This email, and any files transmitted with it, is confidential and is intended solely for the use of the addressee. If you are not the addressee, please delete this email from your system. Any use of this email by unintended ​recipients is strictly prohibited. WSB does not accept liability for any errors or omissions which arise as a result ​of electronic transmission. If verification is required, please request a hard copy. From: Bobbi Hummel <bobbi@townofmay.org> Sent: Wednesday, May 29, 2024 9:54 AM To: Chad Nelson <chad.nelson@nvent.com>; Walt Peterson <walts52flatty@hotmail.com>; 'Dave Ubel' <daveubel@yahoo.com>; 'David Langer' <david@langercommercial.com>; Lester Rydeen <jdihfdol@yahoo.com>; Mitchell Otterson <mitchell@altempmech.com>; Ted Nesse <tnesse@nesse.org> Cc: Nate Sparks <NSparks@wsbeng.com> Subject: FW: May 30th meeting.1e EXTERNAL EMAIL Please see below letter regarding Liberty Classical Academy. (received today and not included in your packet) Bobbi Bobbi Hummel | Clerk/Treasurer Town of May P.O. Box 60 Marine on St. Croix, MN 55047 651.439.1706 | www.townofmay.org From: Nelson, Chad <Chad.Nelson@nvent.com> Sent: Wednesday, May 29, 2024 8:11 AM You don't often get email from stacioconnell@msn.com. Learn why this is important To: Bobbi Hummel <bobbi@townofmay.org> Subject: FW: May 30th meeting.1e Hi Bobbi, I received this letter from a resident that wanted to share their thoughts and perspectives about the Liberty Classical Academy expansion. I feel this information should be reviewed by staff and shared with the Planning Commission prior to our upcoming meeting. Respectfully, Chad From: STACI O CONNELL <stacioconnell@msn.com> Sent: Tuesday, May 28, 2024 2:15 PM To: Nelson, Chad <Chad.Nelson@nvent.com> Subject: May 30th meeting.1e baskets, which is nor here or there it is just strictly facts. Hugo has approved their phase 1 for the smaller expansion to the exsiting school, with that approval the 3 houses off of 122nd St will have 2 and even 3 sides of their yard be asphalt. Those 3 homes are related to the Zahlers and have been there forever Mary Ecker her whole life she is 84, and her 2 daughters. Now they will have a 202 spot parking lot 10 feet from their back property line with parking lot lights shining in their yards and traffic in the front and back of their homes. Coincidence that Melanie Zahler is on the Liberty Classical school board who pretty much forced her mother to sell. Rebekka proceeded to say that the over head lights need to be on at night for vandalism purposes, she said that the Washington County sheriff's office recommended that. I called the sheriffs department and there was no such matter talked of. Their parking lot is 10 feet from the 3 exsiting homes that is ridiculous. They could move that parking lot to the other side, and have them enter trough the back doors, she also said at that meeting that Washington County is making them have their main entrance off of Keller ave. Which was also false, at the time of that meeting Washington County had not been contacted. We asked her after the meeting a couple questions when she wasn't in front of the panel and she point blank said to 2 seperate people that they want the enterance off of Keller not 122nd st. because of cost to the school. She was all about loving their country setting. They will be bringing so much traffic to our rural area if they are approved for the septic. We are asking for them to move their septic onto the Hugo property and keep their school Pre K - 5. It is currently Pre K thru 2nd grade. If they get approved for phase 2 (which they will if May Township approves their septic which is commercial size not rural.) They will generate 860 vehicles in the am and not including what the pm traffic will bring and all the extra sports traffic. Our roads are not made for that much traffic, we asked who pays for the road when repairs come up they pushed it over to Washington County because it being a County road. So that is US the Withrow and Washington County tax payers. When the Withrow Ballroom wanted to sell Christmas Trees for 30 days in Nov/Dec. and Flowers for 30 days in the Spring May Township board shut them down because they wanted to keep our community rural and the traffic down. They shut them down AGAIN when they wanted to do a little coffee shop and a farmers market. Liberty Classical brings NOTHING to this community, they come from White Bear Lake area. We want our RURAL Withrow community to stay Rural, the 10 acre minimum rule. Please, listen to the community who will be at the May 30th meeting when they are speaking. Most of all please say NO to the Septic in May township. Thank you, Staci O'Connell May Township Resident Sent from my T-Mobile 5G Device 15/30/2024 2:12 PMMichele LindauSu Mo Tu We Th Fr Sa12345678910111213141516 17 18 19 20 21 2223 24 25 26 27 28 2930June 2024Su Mo Tu We Th Fr Sa12345678 9 10 11 12 1314 15 16 17 18 19 2021 22 23 24 25 26 2728 29 30 31July 2024June 2024May 262728293031Jun 123456786:00pm Admin Performance Review 7:00pm City CouncilGood Neighbor Days11:00am Premier Bank Open Hse (14773 FlayAve)9101112131415Good Neighbor Days3:30am Premier Bank Grand Opening (14773 Flay Ave.)6:30pm BOZA7:00pm Planning Comm161718192021227:00pm City Council5:30pm EDA6:30pm Hist CommJuneteenth7:00pm Parks Comm232425262728296:30pm BOZA7:00pm Planning Comm30Jul 123456SUNDAYMONDAYTUESDAYWEDNESDAYTHURSDAYFRIDAYSATURDAY 25/30/2024 2:12 PM12345678910111213141516171819202122232425262728293031July 2024Su Mo Tu We Th Fr Sa12345678910111213141516171819202122232425262728293031August 2024Su Mo Tu We Th Fr SaJuly 2024Jun 30Jul 1234567:00pm City CouncilIndependence Day8:00am OFFICES CLOSED789101112136:30pm BOZA7:00pm Planning Comm141516171819207:00pm City Council5:30pm EDA6:30pm Hist Comm7:00pm Parks Comm212223242526277:00pm Commissioner Interviews 6:30pm BOZA7:00pm Planning Comm28293031Aug 123SUNDAYMONDAYTUESDAYWEDNESDAYTHURSDAYFRIDAYSATURDAY             The following items were distributed at  the Council meeting.  Agenda Number G.18 CITY OF HUGO COMMUNITY DEVELOPMENT DEPARTMENT PLANNING AND ZONING APPLICATION STAFF REPORT TO: Bryan Bear, City Administrator FROM: Rachel Juba, Community Development Director SUBJECT: Liberty Classical Academy. Site plan and conditional use permit request for and approximately 33,500 square foot building addition and associated parking at 10158 122nd Street North. DATE: May 30, 2024, for the City Council meeting of June 3, 2024 ZONING: Hugo: Agricultural (AG) May Township: Rural Residential LAND USE: Hugo: Public/Quasi Public and Agricultural May Township: Rural Residential 60-DAY REVIEW DEADLINE: June 10, 2024 1. HUGO PLANNING COMMISSION MEETING UPDATE: At its May 9, 2024, meeting the Hugo Planning Commission held a public hearing and considered the request. There were several people at the meeting that spoke during the public hearing. The applicant addressed the Planning Commission at the meeting and discussed the building addition plans and improvements on the property. They noted that the school preK-12 is very small compared the surrounding school district. They stated they have goals for an additional building and facilities to accommodate preK – 12th grade, but are only asking approval for the building addition. They also stated they wanted to be good neighbors with the surrounding properties. There were several people that spoke about various concerns with the school. Most of the speakers stated they liked that it is a school, but even though they are only asking for a building addition they did not want it to be a larger school campus with preK-12. They stated that type of school does not fit in with the area. They felt the site was designed for their goal to have preK - 12th grade at the site with additional facilities. Liberty Classical Academy Site Plan and CUP Page 2 There were concerns about well interference and impacts to wells. Staff stated that the DNR is steward of the water resource and that the applicant has been in contact with the DNR on the proposed wells. The DNR has not expressed any concerns to staff or the applicant. The Department of Health issues the permit for well drilling and construction. The applicant does have to work with the DNR in order to construct the proposed wells. There were concerns with location and size of the septic system and impacts to the soil and water. The applicants representative/civil engineer stated that the system is required to be permitted by the Minnesota Pollution Control Agency and has much higher standards and regulations that an individual septic system. The system will need to meet of the requirements including testing least monthly and reported to the State. The applicants representative stated that the system is required to be over designed and system has a back-up in case of a failure. They also stated that ground water flows away from the lake. There were concerns about the stormwater pond location and size. The applicants representative/civil engineer stated the area with the stormwater pond the location that the site, and properties to the north, drain today. It is the low point of the property and that they are making sure the properties drain the same way. The size of the pond is for earthwork balance and for holding water for stormwater reuse for irrigation. There were concerns about lighting and the parking lot location. Staff recommended a revised lighting plan with reduced pole lights and timers/dimmers on the lights. A resident near the proposed parking area ask for it to be moved away from their property. There were concerns about the safety of the roads and the access location. The adjacent streets are County roads and are managed by the County. The applicant and staff has been working with Washington County over the last several months on access and road improvements. Washington County provided a comment letter that they are comfortable with the access location with the addition of improvements such as turn lanes. Washington County has stated that the County Roads can handle the additional traffic. There were several people that were in support of the school building addition. Most had kids or knew of kids/parents that were part of the school. Some live in the area and felt the school provided value to the area. Some stated that they understand the concerns with traffic, but the school will have a small amount of student compared to the surrounding schools. The Planning Commission discussed the building addition, lighting, parking lot location, and other aspects of the request. The Planning Commission unanimously recommended approval of the request with the following additional conditions: 1. The proposed parking lot be shifted to the north with additional landscaping around parking areas. 2. The lights shall have dimmers to reduce impact on the surrounding properties. 3. Staff to have another discussion with Washington County on access points. Liberty Classical Academy Site Plan and CUP Page 3 The applicant has been working on revisions to the plan to be reviewed and approved by staff. Staff meet with Washington County on Tuesday, May 21, 2024, to discuss the project and access points. They stated although an access on to 122nd Street/CR7 may be reasonable, the proposed access on County Road 57/Keller Avenue is also reasonable and safe. They have reviewed the traffic information and proposal from the applicant and they do not foresee a safety or traffic issue on Keller Avenue/CR 57 and 122nd Street/CR 7. The County roads have the capacity for additional traffic and with proposed improvements will be designed to be safer. The County looks at the area as a whole when reviewing the project and they do not see problem occurring regarding congestion or safety on the County Road systems with the building addition. The only improvements required for the building addition are a north bound right turn lane at the access point into the school property and a south bound right turn lane on Keller Avenue/CR57 to 122nd Street/CR7, both of which are the responsibility of the applicant to construct at their expense. 2. MAY TOWNSHIP PLANNING COMMISSION MEETING UPDATE: At its May 30, 2024, meeting the May Township Planning Commission held a public hearing and considered the request for a CUP for the septic system and stormwater facilities in May Township. There were several people that spoke during the public hearing. Generally there where the same concerns and questions as the as outlined above. Generally the same support for the school expansion comments as outlined above. The Planning Commission talked about the request to have the septic system and the stormwater facilities in May Township. There were three Commissioners that stated they did not support the septic system for the school in May Township. There was another member that stated they look at this as an accessory use to the school and stated they thought this was a good way to support the school. There was one Commissioner that offered three additional conditions to the request. There was a motion for approval with the three additional conditions of prohibiting outdoor area lighting, prohibiting amplified noise, and additional landscaping around the small building for the septic system. There were 2 ayes and 3 nays, motion failed. There were no other motions presented at the meeting and the meeting adjourned shortly after. No recommendation from the Planning Commission will go the May Town Board on Thursday, June 6, 2024. 3. DESCRIPTION OF REQUEST: The applicant is seeking approval of a site plan and conditional use permit (CUP) for an approximately 33,500 square foot building addition to the existing school and associated parking on the property located at 10158 122nd Street North. The building addition includes classrooms, a gymnasium, and other learning spaces. Liberty Classical Academy Site Plan and CUP Page 4 There are stormwater management facilities and the septic system that are proposed to be located in May Township. The applicant is requesting a CUP in May Township for these associated services proposed to be located in May Township. Staff has been coordinating with May Township on the review of the requests in both communities. The request in May Township is for a CUP for accessory services for a school expansion for the septic system and stormwater management facilities. May Township Planning Commission will review this at its May 30, 2024, meeting. 4. BACKGROUND: The property was previously used as Withrow Elementary school in the Stillwater School District. The school was closed in 2018 and was vacant for a period of time. Liberty Classical Academy private school has purchased the property and has occupied it for the last few years. The school is currently used be used for their pre-k through 2nd grade education program. With the building addition the school have pre-k through 2nd grade and the high school students. The applicant has purchased additional property in Hugo and May Township. Staff understands from Liberty Classical Academy that there is a goal for a school campus at this location. The applicant has stated their desire to have elementary, middle and high school locations on the site. At this time, they are only requesting approval of the approximately 33,500 square foot addition, with parking, stormwater management, and septic system. There is an existing home and accessory buildings on the property. They are in a life estate/trustees deed to allow the existing house and accessory buildings to be used by the sellers children for a specified amount of time. This area will be remain as is. 5. CONTEXT: A. Surrounding Land Use and Zoning The properties to the north, west, and south are in Hugo and zoned Agricultural (AG) and are occupied by agricultural uses and homes. The properties to the east are in May Township and are occupied by agricultural uses and homes. B. Natural Characteristics of Site The property is Hugo is approximately 37 acres and consists of the existing elementary school and associated fields and parking. The property does not have wetlands on site. The property is May Township is approximately 45 acres and has a wetland along 122nd Street and a wetland in the northeast corner. Liberty Classical Academy Site Plan and CUP Page 5 6. ANALYSIS: A. Level of City Discretion in Decision-Making The City’s discretion in approving or denying a site plan is limited to whether or not the proposed project complies with the Comprehensive Plan and Zoning Ordinance requirements. If it meets these standards, the City must then approve the site plan. The City’s discretion in approving or denying a conditional use permit is limited to whether or not the proposed application meets the standards outlined in the Zoning Ordinance. If it meets these standards, the City must approve the conditional use permit. B. Consistency with Ordinance Standards Conditional Use Permit Schools are allowed in the Agricultural (AG) zoning district as a conditional use. There are criteria that is evaluated for the conditional use permit and the applications meet the necessary criteria to approve a permit. Staff evaluated the project subject to the criteria below: A. The proposed use is permissible by law. The use is permissible by law. B. The proposed use is in keeping with the spirit and intent of this chapter. The spirit and intent of the ordinance is to allow a school in the Agricultural zoning district as a conditional use. The performance standards requires the school to have its principal entrance from a state highway, county road, or city collector street. The school’s principal access will be from County Road 57/Keller Avenue. The project meets the spirit and intent of the ordnance. C. The proposed use is compatible with the city's comprehensive plan, and the character of the surrounding area. The property is guided as Public/Quasi Public and Agricultural in the 2040 Comprehensive Plan. The types of development anticipated to be located in Public/Quasi Public include schools, libraries, community centers, places of worship, play fields, and parks. The types of development anticipated to be located in Agricultural include farms, horse stables and riding areas, livestock, such as cows and pigs, and open space. Schools are allowed in the Agricultural zoning district in the City Code. The location has been a school for several years. The applicant is requesting approval of an approximately 33,500 square foot addition. The total square footage is approximately 66,500 square feet, typical size of an elementary school. The applicant is preserving trees and providing transitions from property lines to the school. The school is compatible with the comprehensive plan and character of the surrounding areas. Liberty Classical Academy Site Plan and CUP Page 6 D. The proposed use has adequate drainage, water supply, electrical, gas, and sewage treatment facilities. The school will have adequate drainage, water supply, electrical, gas, and septic service. E. The proposed use has adequate road access, and does not reduce the safety or capacity of the public road system. Road access shall be no lower than the regional flood elevation. The access to the school will be from CR 57/Keller Avenue and is controlled and managed by Washington County. The applicant has been working with Washington County on the access location and intersection improvements that will include corresponding turn lanes. The school will have adequate road access. F. The technical evaluation of the floodplain, if required, accurately represents the conditions and boundaries of the floodplain area, as well as correctly represents the proposed use's impact on the floodplain. There is floodplain is located on the north east portion of the site and is not proposed to be impacted. G. The proposed use may not create a danger that materials may be swept onto other lands, or downstream to the injury of others, or block bridges, culverts, or other hydraulic structures. The use is not proposing to create dangers downstream or block bridges, culverts, or other hydraulic structures. H. The proposed use will not damage or reduce the benefits the public receives from public waters. The proposed use will not damage or reduce the benefits the public received from public waters. They are not proposing any impacts to wetlands or waterbodies. I. If located in the shoreland overlay district, the waterbody will be able to safely accommodate the number, type, and uses of the watercraft the project will generate. The proposed use is not proposing to have access to a waterbody. J. If located in the shoreland overlay district, all structures and facilities are screened from view from public waters. The building addition is not located in the shoreland overlay district. K. If the permit is to approve a wetlands replacement plan, the plan is in conformance with the rules of the state board of soil and water resources for such plans. The project is not proposing any wetland impacts. Liberty Classical Academy Site Plan and CUP Page 7 L. The applicant or operator shall obtain all necessary state and local permits for the conditional use. The applicant shall be responsible for all necessary state and local permits. M. The proposed use is adequately buffered and screened from noncompatible land uses and public rights-of-way School are allowed in the Agricultural zoning district and the Public/Quasi Public land use in the 2040 Comprehensive Plan. Staff is recommending additional landscaping around the parking area and along Keller Avenue. Site Plan Elementary School Addition The site consists of the school and gymnasium and is approximately 33,500 square feet. The applicant is proposing an approximately 33,500 square foot addition to the north side of the building. There will also be an addition to the existing parking lot on the east side of the building. The additional parking allowed for better circulation for drop-off and pick-up. The school does not have busing, and is currently parent drop-off and pick-up. In May Township the applicant is proposing stormwater management facilities and the new septic system for the existing school and building addition. Setbacks All setback requirements have been met with this application. Streets and Access The property is located on County Road 57/Keller Avenue and County Road 7/122nd Street. The existing access points on County Road 7/122nd Street. Washington County requires specific spacing between access points and requirements road improvements, such as turn lanes, when vehicle trips reach certain thresholds. Since there is not enough room for the road improvements to be built with the existing access point spacing they will be closed, with one access remaining for emergency purposes only. The new access to the property is located on County Road 57/Keller Avenue. In working with Washington County the applicant proposed this location to meet the intent for spacing and road improvement requirements. There is a north bound right turn lane proposed into the school property as well. The plans propose a south bound right turn lane from County Road 57/Keller Avenue to County Road 7/122nd Street. There is an existing 50 foot Washington County road easement on the west side of the center line of County Road 57/Keller Avenue. The improvements are required to be constructed and paid for by the applicant. The easement is new Liberty Classical Academy Site Plan and CUP Page 8 information from Washington County and has not been updated in the comment letter they provided. Washington County stated that proposed access on County Road 57/Keller Avenue is reasonable and safe. They have reviewed the traffic information and proposal from the applicant and they do not foresee a safety or traffic issue on Keller Avenue/CR 57 and 122nd Street/CR 7. The County roads have the capacity for additional traffic and with proposed improvements will be designed to be safer. The County looks at the area as a whole when reviewing the project and they do not see problem occurring regarding congestion or safety on the County Road systems with the building addition. The septic system is located in May Township and there is an access driveway shown on County Road 7/122nd Street for maintenance access. No turn lanes will be required at this location and will be gated. The applicant will need to obtain an access permit from Washington County for the access points and improvements. Parking The City ordinance requires one parking space per classroom plus one parking space for each 100 students for the elementary schools and middle schools area and 1 parking space per class room plus one parking space for each 4 students. Special event space, like gymnasiums are calculated separately at one parking space per 3 seats, based on capacity size per building code requirements. The required amount of parking for the site is 264 parking spaces. The plans show 205 parking spaces. The applicant has plenty of space to include additional parking, however, staff believes the amount of parking is adequate for the school. Staff recommends the applicant revise the plans to show proof of parking, that would be constructed at any time deemed necessity by the City. The main parking area is at the east side of the building designed as a driveway/drop-off area to access the main entrance of the building. Sidewalks/Trails There are not trails along the adjacent County Roads. The sidewalks proposed within the site are provided by the school. Landscaping The City ordinance requires 55 deciduous share trees, 28 coniferous trees, 28 ornamental trees, and 183 shrubs. The landscape plan meets the ordinance standard with multiple varieties of trees and shrubs on the site. Liberty Classical Academy Site Plan and CUP Page 9 Staff recommends the landscape be revised to include additional landscaping around the parking areas and driveways and to the east of the building along County Road 57/Keller Avenue. It is also unclear if the existing trees will remain along County Road 57/Keller Avenue, staff recommends that they be preserved to the best they can. Staff continue to work with the applicant on the revised landscape plan to be reviewed and approved by staff. Lighting The applicant has provided a lighting plan for review. Generally the plan meets the ordinance standards, however, in order to reduce the impact on the surrounding properties staff recommends that some of the pole lights be removed or relocated. Staff is also recommending timers and dimmers on the lights. This is a condition of approval. Building Materials and Architecture The building materials for the school addition consist of brick, precast stone, textured precast panel walls, and lap siding that resembles wood. These materials are consistent with the existing materials on the building. There will be vertical and horizontal changes in materials. The existing building has some materials that are hard to match exactly, however the applicant has done a good job finding cohesive materials and colors to best match into the existing building. The building is one story and designed similar to the existing building. The building addition roof lines will be a staggered flat roof line design with varied undulations in the façades to break up the building walls. The applicant has created defined entrances with different roof heights and vertical mix of building materials. A majority of the building height will be 18 feet, except the gymnasium area that is 31.5 feet. The maximum building height is 35 feet in the AG zoning district. There will be small 1,200 square foot building for the controls for the septic system in May Township. It will be built with materials consistent with the proposed addition. Drainage and Grading The site is within the Brown’s Creek Watershed District (BCWD), which reviews and approves grading and drainage, and will be required to get a permit from the BCWD. Conditional approval of the permit is anticipated at the June 15th BCWD Board Meeting. The applicant has been working with BCWD and City on the plans. The City is reviewing for all requirements more different or stringent than the BCWD standards. The plans show a stormwater facility on the southwest area of the parcel in May Township. The applicant is proposing to irrigate the green space on the property with stormwater use from the proposed pond. Grading is proposed to be completed for the entire property for site balance and to ensure there is enough water to the pond for stormwater reuse for the school. Liberty Classical Academy Site Plan and CUP Page 10 Utilities Existing building and addition of the school will be served by well water. The Applicant has worked with a consultant on permitting these wells through the Minnesota Department of Natural Resources and the Department of Health. The property is located outside of Hugo’s Municipal Urban Service Area (MUSA) and the site therefore requires an a septic system. Due to the size of the septic system, the Minnesota Pollution Control Agency (MPCA) is required to permit the system. Staff has been in contact with the MPCA and they have stated from the plans they have the system and design look feasible. However, it is a long process for review and approval with the MPCA. It is anticipated that the MPCA review, including the public comment period, could be completed by October 2024. The septic system is located in May Township and there is an access driveway shown on County Road 7/122nd Street for maintenance access. The addition to the school is located where the existing septic area is located. Interim sewer facility planning will be required to be provided for review until such time the septic system is permitted and constructed. 7. CONCLUSION/ STAFF RECOMMENDATION: This request is for the 33,500 square foot building addition to the existing school and associated parking lot. It is in staff’s opinion that the proposed school addition meets the criteria for approval for a site plan and CUP and meets the ordinance standards in the City Code. Staff recommends approval of the site plan and CUP request submitted by Liberty Classical Academy for the property located at 10158 122nd Street North, subject to the conditions listed in the resolution. 8. HUGO PLANNING COMMISSION RECOMMENDATION: The Planning Commission discussed the building addition, lighting, parking lot location, and other aspects of the request. The Planning Commission unanimously recommended approval of the request with the following additional conditions: 4. The proposed parking lot be shifted to the north with additional landscaping around parking areas. 5. The lights shall have dimmers to reduce impact on the surrounding properties. 6. Staff to have another discussion with Washington County on access points. Liberty Classical Academy Site Plan and CUP Page 11 ATTACHMENTS: 1. Location Map 2. Approving Resolution 3. Draft CUP 4. DRAFT Development Agreement 5. Engineer Memo Dated May 6, 2024 6. Washington County letter Dated April 23, 2024 7. Applicant Narrative 8. Site Plan Submittal with Building Elevations 9. Public Comment Letters and Emails