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HomeMy WebLinkAbout2022.10.03 CC Packet A. CALL TO ORDER B. ROLL CALL C. PLEDGE OF ALLEGIANCE D. APPROVAL OF MINUTES 1. September 17, 2022, Retirement Party for Jodie Guareschi 2. September 19, 2022, City Council Meeting 3. September 22, 2022, Royal Credit Union Ribbon Cutting 4. September 22, 2022, Lions Park Grand Opening 5. September 24, 2022, Kidz n Biz Event 6. September 24, 2022, Lions Club Ribfest E. APPROVAL OF AGENDA F. APPOINTMENTS/PRESENTATIONS 1. None 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. 1. Approval of Claims 2. Approve Proclamation Proclaiming October as Toastmasters Month 3. Approve Donation to the Hugo Fire Department from the Hugo American Legion 4. Approve Resignation of Roger Clarke from the Hugo Parks Commission 5. Approve Rezoning, CUP, Site Plan, and Variances for Premier Bank 6. Approve Renewal of Mining Permit for Mike Atkinson 7. Approve Pay Request No. 2 to Miller Excavating, Inc. for the 140th Street Extension Project 8. Approve Pay Request No. 1 to North Valley, Inc. for the Oneka Parkway Project 9. Approve Pay Request No. 1 and Change Order No. 1 for Iseler Demolition, Inc. for Water Tower No. 2 Demolition 10. Approve Reduction in Letter of Credit for Meadows of Hugo 1st Addition Agenda HUGO CITY COUNCIL MEETING MONDAY, OCTOBER 3, 2022 – 7 P.M. H. AWARD OF BID 1. None Scheduled I. PUBLIC HEARING 1. Oneka Parkway Improvement Project Assessment Hearing J. UNFINISHED BUSINESS 1. None Scheduled K. NEW BUSINESS 1. Downtown Hugo Preliminary Plat and PUD L. VISITOR PRESENTATIONS 1. None Scheduled M. COUNCIL PRESENTATIONS 1. None Scheduled N. ADMINISTRATIVE PRESENTATIONS 1. Reminder-Liberty Academy Ribbon Cutting Friday, October 7, 2022 2. Reminder - Fire Department Open House Saturday, October 8, 2022 3. Schedule Commissioner Interviews O. ADJOURNMENT BACKGROUND MEMO FOR THE HUGO CITY COUNCIL MEETING MONDAY, OCTOBER 3, 2022 D.1 Minutes for the September 17, 2022, Retirement Party for Jodie Guareschi D.2 Minutes for the September 19, 2022, City Council Meeting D.3 Minutes for the September 22, 2022, Royal Credit Union Ribbon Cutting D.4 Minutes for the September 22, 2022, Lions Park Grand Opening D.5 Minutes for the September 24, 2022, Kidz n Biz Event D.6 Minutes for the September 24, 2022, Lions Club Ribfest Staff recommends Council approve the above minutes as presented. G.1 Approve Claims Roster Staff recommends Council approve the Claims Roster as presented. G.2 Approve Proclamation Proclaiming October as Toastmasters Month The City of Hugo has been contacted by a member of a Toastmasters group in White Bear Lake requesting the City of Hugo proclaim the month of October as Toastmasters month. Staff recommends Council approve the proclamation proclaiming October as Toastmasters Month. G.3 Approve Donation to the Hugo Fire Department from the Hugo American Legion The Hugo Lions Club would like to donate 1,000 to the Hugo Fire Department for equipment and training. Donations to the Fire Department must be approved by the City Council. Staff recommends Council approve the donation of $100 from the Hugo American Legion to the Hugo Fire Department. G.4 Approve Resignation of Roger Clarke from the Hugo Parks Commission Commissioner Roger Clarke has submitted his resignation from the Parks Commission due to other commitments. Roger served on the Parks Commission from June, 2003 through December, 2012 and again since May 2017. Staff recommends Council approve the resignation of Roger Clarke from the Hugo Parks Commission. G.5 Approve Rezoning, CUP, Site Plan, and Variances for Premier Bank Premier Banks is requesting approval for site plan, zoning amendment, CUP, and two variance applications for the property located at 5616 147th Street North. The proposal includes an approximately 4,500 square foot commercial building with a drive-through on the 0.76 acre parcel. The property is zoned Future Central Business (FCB) and is located in an area of the City where development is guided by the downtown plan and design guidelines. The applicant is requesting to rezone the property to Central Business (C-1) accommodating the commercial use, a requesting a CUP to allow for the drive-through entry point to be located within 200 feet of residentially-zoned properties. Additionally, the applicant is requesting two variances be approved, the first to allow for a reduction in vehicle stacking space in the drive-through lane, and the second is to allow for the drive-through access point to be located on a residential street. Staff recommended approval of the requests to the Planning Commission. At its September 22, 2022 meeting, the Planning Commission held a public hearing and voted unanimously to recommend approval of the applications. Staff is recommending that the Council approve the resolutions and ordinance for the site plan, zoning amendment, CUP, and variances for the property located at 5616 147th Street North subject to the conditions in the resolutions. G.6 Approve Renewal of Mining Permit for Mike Atkinson The Mining Permit for Mike Atkinson on his property located on the south side of 147th Street between Irish and Hyde Avenue expired on August 2, 2022. Atkinson has applied for a renewal of the permit for another two years. For the past several years, the site has been used to stockpile material, with no mining activity taking place. When the permit was renewed in 2012, the Council allowed the Atkinsons to move forward with the Mining Permit renewal process without all the conditions being met until the time mining operations began again, due to the cost of meeting those conditions. The requirements not being met are to biannually provide a topographic map of the site, calculation of stockpiled material, amount of granular material left on site to be mined, and a reclamation plan. Staff has found very minimal activity on the site to require those conditions be met for the renewal of his permit. Staff recommends Council approve the Mining Permit for Mike Atkinson for property located on 147th Street North with the condition that all requirements in the permit be met when mining activity begins again. G.7 Approve Pay Request No. 2 to Miller Excavating, Inc. for the 140th Street Extension Project Miller Excavating, Inc. has submitted Pay Request No. 2 in the amount of $190,595.88 for work certified through September 15, on the 140th Street Extension Project. Substantial completion has occurred on the project and just punch-list items remain. Staff recommends Council approve payment to Miller Excavating, Inc. in the amount of $190,595.88. G.8 Approve Pay Request No. 1 to North Valley, Inc. for the Oneka Parkway Project North Valley, Inc. has submitted Pay Request No. 1 in the amount of $583,565.34 for work certified through September 15, 2022, on the Oneka Parkway Project. Substantial completion has occurred on 1 of the 3 phases of the project and significant work has been completed on the 2nd phase. Work has also begun on the new signal system at Oneka Parkway and Frenchman Road. Staff recommends Council approve payment to North Valley, Inc. in the amount of $583,565.34. G.9 Approve Pay Request No. 1 and Change Order No. 1 for Iseler Demolition, Inc. for Water Tower No. 2 Demolition The water tower has successfully been removed. The quantities completed to date have been reviewed and agreed upon by the contractor, and staff recommends Council approve Construction Pay Request No. 1 for Iseler Demolition, Inc. in the amount of $79,515.00. The amount reflects work certified through August 8, 2022, with a 5% retainage applied. In addition, Iseler Demolition has submitted Change Order No. 1. This change order authorizes a deduction of $3,573.00 from the Contract price for the City of Hugo to restore the site per the specifications with an independent contractor. Staff recommends approval of Pay Request No. 1 and Change Order No. 1. G.10 Approve Reduction in Letter of Credit for Meadows of Hugo 1st Addition The Meadows at Hugo 1st Addition has had significant work completed to date and Centra Homes, LLC is requesting a reduction in the letter of credit. The current letter of credit for the 1st Addition is in the amount of $1,468,192. Staff has inspected the work completed to date and recommends reducing the letter of credit by $1,096,439 based on the value of work remaining to be completed. The remaining value of the letter of credit will be in the amount of $371,753, which is 10% of the original amount. Staff recommends Council approve the reduction in the letter of credit for Meadows of Hugo, 1st Addition. I.1 Oneka Parkway Improvement Project Assessment Hearing On July 5, 2022, the City of Hugo awarded a construction contract for the completion of the 2022 Oneka Parkway Improvements Project. At the September 5, 2022 regular Council meeting, the Council adopted a resolution declaring the costs to be assessed, ordered the preparation of the proposed assessment roll for the 2022 Oneka Parkway Improvements Project and scheduled the assessment hearing on the proposed assessments for October 3, 2022. The Notice of Assessment Hearing has been published in the official newspaper and mailed to the owners of each parcel described in the assessment roll at least two weeks prior to the hearing. As part of the assessment hearing, staff will provide a PowerPoint presentation identifying the improvements, costs and detail payment options. Staff recommends the Mayor and Council hold the hearing on proposed assessment, hear all comments for those requesting to be heard, and consider approval of the resolution adopting assessments for the 2022 Oneka Parkway Improvements Project after closing the hearing. Staff has prepared a resolution adopting the assessments for the 2022 Oneka Parkway Improvements Project in accordance with the requirement of state statutes Chapter 429 for assessments to benefitting properties. A copy of the assessment roll is attached for your reference. K.1 Downtown Hugo Preliminary Plat and PUD Dennis Properties, LLC, is requesting approval of a preliminary plat and planned unit development (PUD) to subdivide and master plan the property to allow 5 buildings for a total of approximately 63,000 square feet. The PUD general plan is proposed for the entire 4.2 acres of the property and will replace the previous PUD General Plan that was approved in 2020. At its September 8, 2022, meeting the Planning Commission held a public hearing and considered the request. There were two people that spoke during the public hearing with questions and concern on parking, stormwater management, and shoreland regulation flexibility. The Planning Commission agreed the project met the requirements to approve the applications. The Planning Commission unanimously recommended approval of the preliminary plat and PUD, subject to the conditions listed in the resolutions. Staff recommends the Council approve the resolutions approving the request of the preliminary plat and PUD for the Downtown Hugo project. N.1 Reminder-Liberty Academy Ribbon Cutting Friday, October 7, 2022 Staff would like to remind Council they have scheduled a meeting to attend the Liberty Classical Academy Ribbon Cutting Celebration on Friday, October 7, 2022, at 10158 122nd Street North (former Withrow School) beginning at 12:45 p.m. N.2 Reminder - Fire Department Open House Saturday, October 8, 2022 Staff would like to remind Council they have scheduled a meeting to attend the Hugo Fire Department Open House on Saturday, October 8, 2022, from11 a.m. to 3 p.m. N.3 Schedule Commissioner Interviews There are several vacancies on Hugo Commissions and four applicants. Staff recommends Council select a date on which to schedule interviews. O. Adjournment PRESENT: Klein, Miron, Petryk, Strub, Weidt ABSENT: None The Hugo City Council attended the Retirement Party for Firefighter Jodie Guareschi, who retired after 21 years of service on the Hugo Fire Department. The event was held from 3-7 p.m. at the Rice Lake Centre, 6900 137th Street N. Respectfully Submitted, Michele Lindau City Clerk Minutes HUGO CITY COUNCIL MEETING RETIREMENT PARTY RICE LAKE CENTRE SATURDAY, SEPTEMBER 17, 2022 – 3 P.M. Call to Order Mayor Weidt called the meeting to order at 7:00 p.m. COUNCIL PRESENT: Klein, Miron, Petryk, Strub, Weidt COUNCIL ABSENT: None OTHERS PRESENT: City Administrator Bryan Bear, City Engineer Mark Erichson, Community Development Director Rachel Juba, City Clerk Michele Lindau Moment of Silence for Bruce Bernin The Mayor called for a moment of silence for longtime resident Bruce Bernin who passed away on August 31, 2022, at the age of 87. Bruce and his wife Ginny had sold their parcel on Oneka Lake to the City of Hugo in 2002 for parkland. The Bernins then leased it back from the City and lived there for 20 years. Approve Minutes for the August 31, 2022, Midyear Budget Workshop Klein made motion, Miron seconded, to approve the minutes for the Midyear Budget Workshop held on August 31, 2022, as presented. All Ayes. Motion carried. Approve Minutes for the September 6, 2022, City Council Meeting Petryk made motion, Miron seconded, to approve the minutes for the City Council meeting held on September 6, 2022, as presented. All Ayes. Motion carried. Approve Minutes for the September 7, 2022, Public Works Grand Opening Miron made motion, Klein seconded, to approve the minutes for the Public Works Grand Opening held on September 7, 2022, as presented. All Ayes. Motion carried. Approve Minutes for the September 9, 2022, Dream of Wild Health Event Strub made motion, Klein seconded, to approve the minutes for the Dream of Wild Health Event held on September 9, 2022, as presented. All Ayes. Motion carried. Minutes HUGO CITY COUNCIL MEETING HUGO CITY HALL MONDAY, SEPTEMBER 19, 2022 – 7 P.M. Hugo City Council Meeting Minutes for September 19, 2022 Page 2 of 9 Approve Minutes for the September 10, 2022, Fire Department House Burn Miron made motion, Petryk seconded, to approve the minutes for the Fire Department House Burn held on September 10, 2022, as presented. All Ayes. Motion carried. Approve Minutes for the September 13, 2022 Hugo Area Business Association Breakfast Klein made motion, Strub seconded, to approve the minutes for the Hugo Area Business Breakfast held on September 13, 2022, as presented. All Ayes. Motion carried. Approval of Agenda Weidt made motion, Klein seconded, to approve the agenda as presented. All Ayes. Motion carried Recognition of Retiring Hugo Firefighter Jodie Guareschi Hugo Firefighter Jodie Guareschi retired after 21 years of service. Fire Chief Jim Compton, Jr. talked about Jodie’s starting on the department by volunteering and her desire to be an EMT. He said Jodie was the longest serving woman on the Hugo Fire Department. Compton introduced Amanda Swenson, the Chief Deputy of the State Fire Marshal Division. Amanda presented her a pin on behalf of State Fire Marshal Jim Smith. Deputy Chief Dave Jensen presented her a plaque from the Hugo Fire Department Relief Association. Jodie spoke about the things she had learned on the Fire Department and thanked everyone who had helped her in her career. The Mayor and Council presented her a Certificate of Appreciation and thanked her for making a difference in the City of Hugo. The Mayor called for a five minute recess. The meeting reconvened at 7:28 p.m. Approval of Consent Agenda Miron made motion, Klein seconded, to approve the following Consent Agenda: 1. Approve Claims Roster Hugo City Council Meeting Minutes for September 19, 2022 Page 3 of 9 2. Approve Annual Performance Review for City Clerk Michele Lindau 3. Approve Special Event Permit for Hugo American Legion Oktoberfest Celebration and Craft Show on October 1, 2022 4. Approve Encroachment Agreement for 16237 Europa Avenue North - Meyers 5. Approve Resolution Approving Preliminary Tax Levy for 2023 6. Approve WSB Proposal for Construction Management Services for the Bernin Property 7. Approve Pay Request No. 13 to Shreiber Mullany for Lions Park Building 8. Approve Final Pay Request to Peterson Companies for Public Works Facility Landscaping All Ayes. Motion carried. Approve Claims Roster Adoption of the Consent Agenda approved the Claims Roster as presented. Approve Annual Performance Review for City Clerk Michele Lindau Michele Lindau was hired as the new City Clerk on January 1, 2008. Michele was originally hired by the City of Hugo as a part time Deputy Clerk in 1997 and a full-time Community Development Assistant in 1999. Adoption of the Consent Agenda approved the annual performance review for City Clerk Michele Lindau. Approve Special Event Permit for Hugo American Legion Oktoberfest Celebration and Craft Show on Saturday, October 1, 2022 The Hugo American Legion Post 620 had applied for a Special Event Permit for their annual Craft Show and Oktoberfest Celebration to be held on Saturday, October 1, 2022. This event required a Special Event Permit approved by Council because there would be about 200 people in attendance, alcohol sold outdoors, and music outside until approximately 9 p.m. Adoption of the Consent Agenda approved the Special Event Permit for the Hugo American Legion Post 620 in accordance with their application and conditions in the memo. Approve Encroachment Agreement for 16237 Europa Avenue North - Meyers Timothy and Emily Meyer had requested an encroachment agreement to allow construction of a fence within a drainage and utility easement on property located at 16237 Europa 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 2022- 57APPROVING AN ENCROACHMENT AGREEMENT TO ALLOW CONSTRUCTION OF A FENCE AND CONCRETE WITHIN A DRAINAGE AND UTILITY EASEMENT ON THE PROPERTY LOCATED AT 16273 EUROPA AVENUE NORTH. Approve Resolution Approving Preliminary Tax Levy for 2023 At its August 31, 2022, Midyear Budget Workshop, the City Council listened to a presentation Hugo City Council Meeting Minutes for September 19, 2022 Page 4 of 9 from Finance Director Anna Wobse highlighting revenues and expenditures to-date as well as projections for the 2023 fiscal year. It was the consensus of the Council that the 2023 preliminary tax levy allow for a decrease in the urban tax rate. The total proposed 2023 property tax levy of $10,988,874 would allow the urban tax rate to be lowered to 36.274% of tax capacity, down from 39.403% of tax capacity. Staff believed this levy was sufficient to fund the operating and capital budgets in 2023 and met the objectives of the City Council. Adoption of the Consent Agenda approved RESOLUTION 2022 - 58 APPROVING PRELIMINARY TAX LEVY PAYABLE IN 2023. Approve WSB Proposal for Construction Management Services for the Bernin Property In 2002, the City purchased the Bernin property at 6540 Greene Avenue North. Since then, the City had leased the property to the Bernin family. The lease expired on August 31, 2022 and the Bernin family had moved from the property. Staff was working with WSB & Associates to provide an Asbestos and Regulated Materials Assessment report for the property. After completion of the report, staff would make a recommendation for the demolition of some or all of the structures on the property. WSB & Associates had prepared a proposal to assist staff with the management of the demolition process. If approved, WSB and City Staff would work together to solicit demolition proposals and make a recommendation to the Council for moving forward. Adoption of the Consent Agenda approved WSB’s proposal for construction management services. Approve Pay Request No. 13 to Shreiber Mullany for Lions Park Building Schreiber Mullaney had submitted Pay Request No. 13 for the new building in Lions Volunteer Park in the amount of $32,519.10. The quantities completed to date had been reviewed and agreed upon by the architect, contractor and City staff. The amount indicated above reflected the work certified through August 31, 2022 with a 5% retainage applied. The pay request included change order No. 4 in the amount of $27,352.63 for nine items including changes to windows, signage, and door hardware. It also included the addition of baby changing stations and fire extinguisher cabinets. The total retainage being held to date would be $156,909.46. Adoption of the Consent Agenda approved Pay Request No. 13 in the amount of $32,519.10 to Schreiber Mullaney Construction for the construction of the City of Hugo Peder Pedersen Pavilion. Approve Final Pay Request to Peterson Companies for Public Works Facility Landscaping Peterson Companies had submitted the final pay request for the landscaping at the Public Works facility. Adoption of the Consent Agenda approved the final pay request in the amount of $2,777.30 to Peterson Companies for the landscaping at Public Works. Assessment Hearing on 121st St. and Acres of Bald Eagle Improvement Project On September 21, 2021, the Council accepted bids and awarded a contract for construction of the 121st Street and Acres of Bald Eagle utility and street improvements between Everton Avenue and Falcon Avenue. City Engineer Mark Erichson explained the project improvements included extension of sanitary sewer and watermain to serve the Acres of Bald Eagle development, including storm sewer and street construction. The developer was responsible for the costs Hugo City Council Meeting Minutes for September 19, 2022 Page 5 of 9 associated with the Acres of Bald Eagle, which included surface and drainage improvements of 121st Street. The development costs were not considered as part of this assessment and would be paid by the developer under a separate agreement. The existing properties along 121st Street North and Falcon Avenue North would benefit from the extension of sanitary sewer services and water services to their individual lots. At the August 15, 2022, regular Council meeting, the Council adopted a resolution declaring costs to be assessed and scheduled the assessment hearing on the proposed assessments for September 19, 2022. The Notice of Assessment Hearing had been published in the official newspaper and mailed to the owners of each parcel described in the assessment roll at least two weeks prior to the hearing. Mark provided information on the costs saying the assessment rate would be $9,443 per unit. This amount was presented at the public hearing on July 17, 2021, when the project was approved. He noted that this amount was higher than the number given as a very rough estimate at the first neighborhood meeting to talk about a potential project. He reviewed the requirements on assessments as outlined in State Statute. He explained the assessments would be spread out over ten years at 4.25% interest. The entire amount could also be paid without interest by October 19, 2022. He also provided information on the deferral available to senior citizens saying interest would accrue on the balance. Mayor Weidt opened the public hearing. Council had received a written statement from Judy Schoeller, 4995 121st St. N. that stated concerns regarding the $2,000 increase. She also had a question on how interest was handled. Johanna Markeson, 4898 121st Street, said she had received the letter and questioned why the assess amount of $7,500 and was now $9,500, a 30% increase. Mark explained that at the initial meeting, there were no detailed plans, and residents were told it was very a rough estimate. At the public hearing and during approval of the feasibility study, the number $9,500 was presented. Johanna asked about when and where to pay it without interest, and why such a short time to do so. Mark explained that it could be paid to the City of Hugo prior to October 19, 2022, and the timeline was governed within the state statute. The numbers needed to be to the County so they could certify them and do their part in getting it on the property taxes. Petryk asked about a partial payment. Finance Director Anna Wobse replied they could pay off the full amount prior to being assessed, or they could pay off the entire remaining amount anytime after assessments start. Beth Lawrence, 4852 121st St., said she would like copy of letter that stated what the price was. She said no one had received it, and 30 days ws not enough time to pay. Erichson explained notices had been sent out on the public hearing. Beth said she should have received an official notice stating the amount. It was explained by the Mayor the reason to have a public hearing was to inform them of the project and amounts before moving forward. It was also explained to her that the 30 days was only if she wanted to pay off the full amount instead of being assessed over ten years. Beth said the City does what they want to do and they (residents) did not have a choice. Erichson explained the City was not driving the project. The decision was driven by the property owners. The project could have been done without extending utilities to the properties. If utilities were extended without the project without having the developers helping to pay, it would Hugo City Council Meeting Minutes for September 19, 2022 Page 6 of 9 have cost the property owners over $50,000. Beth further stated that communication for the project had been terrible. Garbage cans were not moved, the grass was terrible, there were rocks in her yard and the project wasn’t finished. Erichson explained the project had not been closed out. and the Council had not accepted the improvements. There was a punch list of remaining construction work that needed to be done, and he asked her to let him or City Engineering Technician Liz Finnegan know of any issues. Beth talked about wanting a reduced speed limit sign, and Erichson indicated the City would look into it. Jodie Sac, 4859 121st Street, said when the City realized the assessment was going to be $9,400, the project was already going. Erichson explained it did not happen before the project started. There was a public hearing where the number was shared, then the Council approved the feasibility study and the project. He stated residents were mailed the notice, and the City had the affidavit of mailing. It was noted that some residents present this evening did attend. She talked about the poor grass in her yard and asked for a 20 mile per hour speed limit on the road. She also inquired whether there was an extension in time to pay. Erichson provided her information on payment requirements. Clarissa Sacs said she was not in the project area but lived on the corner of 121st Street and Everton Avenue. She talked about the increase in traffic and she asked for signs. The Mayor indicated the issue would be evaluated. Jodie said Liz told her she was not the project manager anymore. Ericson said he would look into that, and he offered to meet Jodie on site and address any remaining concerns. There were no other comments, and Mayor Weidt closed the public hearing. Weidt stated he did not like the accusation that the City was doing it blindly without considering them and notifying them. He wanted to verify there were no issues with notices. Bear talked about the statutory requirements on the certification related to the tax rolls, and the preference would be to have a decision made tonight if possible. He provided two options for the Council. They could take a short recess at this point, and staff could produce the information, or staff could do so while Council finished the rest of the agenda, and the discussion could be continued afterward. Weidt made motion, Petryk seconded, to table the item and return to it at the end of the agenda. All Ayes. Motion carried. Reminder – Royal Credit Union Ribbon Cutting Thursday, September 22, 2022 City Administrator Bryan Bear reminded Council they had scheduled a meeting to attend the Royal Credit Union Ribbon Cutting Event on Thursday, September 22, 2022, at 14602 Everton Avenue N. at 11 a.m. Hugo City Council Meeting Minutes for September 19, 2022 Page 7 of 9 Reminder - Lions Volunteer Park Grand Opening Thursday, September 22, 2022 City Administrator Bryan Bear reminded Council they had scheduled a meeting to attend the Lions Volunteer Park Grand Opening at 5524 Upper 146th Street N. on Thursday, September 22, 2022, from 3-5 p.m. Schedule Kidz ‘n Biz on Saturday, September 24, 2022 City Administrator Bryan Bear informed Council the annual Kidz ‘n Biz event would be held on Saturday, September 24, 2022, at Hugo Elementary School, 4888 Heritage Parkway from 9 a.m. to noon. Weidt made motion, Miron seconded, to schedule a meeting to attend the Kidz ‘n Biz event on Saturday, September 24, 2022. All Ayes. Motion carried. Announcement – Hugo Lions Ribfest on Saturday, September 24, 2022 City Administrator Bryan Bear informed Council the Hugo Lions Club would be holding Ribfest on Saturday, September 24, 2022, at the Hanif Fields, 7032 137th Street North, from 6 a.m. to 10 p.m. Klein made motion, Petryk seconded, to schedule a meeting to attend the Hugo Lions Ribfest on Saturday, September 24, 2022. All Ayes. Motion carried. Schedule Birch Tree Ponds Neighborhood Meeting for September 29, 2022 The CIP project for 2023 had been identified as the Birch Tree Ponds development area. City Administrator Bryan Bear recommended Council hold a meeting on Thursday, September 29, 2022, at 6 p.m. in the Oneka Room with the residents in the area to discuss a potential project. Weidt made motion, Petryk seconded, to schedule a meeting with residents in the Birch Tree Ponds development area for Thursday, September 29, 2022. All Ayes. Motion carried. Reminder – Citywide Bus Tour Saturday, October 1, 2022 City Administrator Bryan Bear reminded Council they had scheduled a meeting to attend the Citywide Bus Tour on Saturday, October 1, 2022, at 10 a.m. Schedule Council Photos for Monday, October 3, 2022 City Administrator Bryan Bear recommended Council schedule their photo to be taken at 6:30 Hugo City Council Meeting Minutes for September 19, 2022 Page 8 of 9 p.m. on Monday, October 3, 2022. This would be just prior to their regularly scheduled Council meeting at 7 p.m. Miron made motion, Strub seconded, to schedule a photo session for Monday, October 3, 2022, in the Council Chambers at 6:30 p.m. All Ayes. Motion carried. Schedule Liberty Classical Academy Ribbon Cutting on Friday, October 7, 2022 City Administrator Bryan Bear informed Council Liberty Classical Academy had invited them to attend a Ribbon Cutting Celebration on Friday, October 7, 2022, at 10158 122nd Street North (former Withrow School) beginning at 12:45 p.m. Klein made motion, Miron seconded, to schedule a meeting to attend the Liberty Classical Ribbon Cutting on Friday, October 7, 2022. All Ayes. Motion carried. Schedule Hugo Fire Department Open House on Saturday, October 8, 2022 City Administrator Bryan Bear informed Council the Hugo Fire Department Open House would be held on Saturday, October 8, 2022, from 11 a.m. to 3 p.m. Strub made motion, Petryk seconded, to schedule a meeting to attend the Hugo Fire Department Open House on Saturday, October 8, 2022. All Ayes. Motion carried. Schedule Board of Canvass for November 15, 2022 at 5 p.m. City Administrator Bryan Bear informed Council the Board of Canvass needed to meet between 3- 10 days after the General Election on November 8, 2022, to canvass the results. The Council acts as the Board of Canvass, and he recommend they meet on Tuesday, November 15, 2022, at 5 p.m. Strub made motion, Miron seconded, to schedule the Board of Canvas for Tuesday, November 15, 2022 at 5 p.m. All Ayes. Motion carried. Assessment Hearing on 121st St. and Acres of Bald Eagle Improvement Project (Continued) The Council returned to the public hearing. Mark Erichson had a copy of the affidavit of mailing of the public notice and the meeting minutes for said hearing. The minutes showed testimony from Johanna Markeson, Theresa Sorenson, Richard Degnan, and Tom and Denise Sames. Minutes showed Johanna had concerns regarding her driveway, Degnan encouraged the Council to approve sewer and water to the properties, and the Sames had provided similar testimony. Hugo City Council Meeting Minutes for September 19, 2022 Page 9 of 9 Jodie asked about that meeting and asked if the $9,443 dollar amount was in it. Erichson explained it was in the video and minutes for the July 19, 2021 meeting. He noted the dollar amount was not specified the letter. Bear explained the highly regulated process by the state the City Council must follow, and the City Engineer and staff do their best to follow rules on public hearings and notices. There was a lot of information to provide on the project and the objective was to have people come to hearings. He said it was the City’s objective to do better with communication than what seemed to be done on this project, and he would be happy to reengage with the team on the process to ensure residents are fully informed on what was being discuss. He noted this project was being done during covid where meetings were not normal. Becky Schoeller, explained her parents live at 4995 121st Street. She wanted to know if there was an increase to the developer’s cost as well. Mark explained the developer’s cost was not included, and he reiterated the cost did not increase from what was stated in the feasibility study. Becky asked about the punch list and mentioned items that needed to go on it. Erichson said it was important that staff is made aware of the issues so they are taken care of. Klein made motion Petryk to approve RESOLUTION 2022 - 59 ADOPTING ASSESSMENTS FOR THE 121ST STREET NORTH AND ACRES OF BALD EAGLE UTILITY AND STREET IMPROVEMENT PROJECT. All Ayes. Motion carried. Adjournment Klein made motion, Miron seconded, to adjourn at 8:22 p.m. All Ayes. Motion carried. Respectfully Submitted, Michele Lindau City Clerk PRESENT: Klein, Petryk, Strub, Weidt ABSENT: Miron The Hugo City Council attended the Royal Credit Union Ribbon Cutting Event on Thursday, September 22, 2022, at 11 a.m. Royal Credit Union opened their new building at 14602 Everton Avenue North. The event ended around noon. Respectfully Submitted, Michele Lindau City Clerk Minutes HUGO CITY COUNCIL MEETING RIBBON CUTTING ROYAL CREDIT UNION THURSDAY, SEPTEMBER 22, 2022 – 11 A.M. PRESENT: Klein, Miron, Petryk, Strub, Weidt ABSENT: None The Hugo City Council attended Lions Volunteer Park Grand Opening at 5524 Upper 146th Street North. The event also included a dedication of the pavilion to Pede Pedersen. The event ended at 5 p.m. Respectfully Submitted, Michele Lindau City Clerk Minutes HUGO CITY COUNCIL MEETING GRAND OPENTING LIONS VOLUNTEER PARK THURSDAY, SEPTEMBER 22, 2022 – 3 P.M. PRESENT: Klein, Miron, Petryk, Strub, Weidt ABSENT: None The Hugo City Council attended the annual Kidz ‘n Biz event on Saturday, September 24, 2022, at Hugo Elementary School, 4888 Heritage Parkway. The event ended around noon. Respectfully Submitted, Michele Lindau City Clerk Minutes HUGO CITY COUNCIL MEETING KIDZ N BIZ ONEKA ELEMENTARY SATURDAY, SEPTEMBER 24, 2022 – 9 A.M. PRESENT: Klein, Miron, Petryk, Strub, Weidt ABSENT: None The Hugo City Council attended the Ribfest on Saturday, September 24, 2022, at the Hanifl Fields, 7032 137th Street North. The Lions Club sponsored the Ribfest, and Mayor Weidt was one of the judges in the rib contest. The event ended at approximately 6 p.m. Respectfully Submitted, Michele Lindau City Clerk Minutes HUGO CITY COUNCIL MEETING RIBFEST HANIFL FIELDS SATURDAY, SEPTEMBER 24, 2022 – 11 A.M. City of Hugo Claims October 3, 2022 G. 1 Vendor Invoice Amount Description Department AK Material Handling Systems Inc P161299972-1 3,598.29$ Pallet Racking - New PW Facility Public Works Alert-All Corp. 222090243 1,151.00$ Fire Department Open House Supplies Fire Dept Allstream 18792416 105.58$ Fax Lines Administration American Ramp Company 27085 13,850.00$ Skate Park Equip. Re-Install - Lions Park Special Parks Fund Anderson, Scott CLAIM 104.76$ Fall Cleanup Day Supplies Recycling Aspen Equipment Company 10240349 255.60$ Parts - Unit #305-02 Public Works Batteries Plus Bulbs #031 P55269611 116.85$ Batteries - Meter Readers Water Utility Bernier, Steve CLAIM 112.00$ Gutter Repair - Downtown Street Improvement Project Street Reconstruction Bituminous Roadways Inc 31899 2,993.35$ Asphalt Street Dept Bound Tree Medical LLC 84671598 35.99$ Medical Supplies Fire Dept Bryan Rock Products Inc 55416 2,309.84$ 1 3/4" Rock Street Dept Canteen Refreshment Services MSP52156 76.45$ Breakroom Supplies Public Works Canteen Refreshment Services MSP52158 211.60$ Breakroom Supplies Gen Gov't Bldgs CC Stitcheri 9/12/2022 1,289.00$ Safety Gear Public Works Century Link 651 426-8763 76.37$ 911 Emergency Line Administration Christianson, Paul CLAIM 250.00$ Cold Weather Gear Street Dept Cintas Corporation 5122135532 241.00$ First Aid Supplies Public Works Cintas Corporation 5122135532 143.33$ First Aid Supplies Gen Gov't Bldgs Cintas Corporation 5110836533 (106.69)$ Credit - First Aid Supplies Public Works Comcast 9/5/2022 2.25$ Business Internet (thru October 14) Fire Dept Comcast 9/12/2022 25.25$ Business Cable (thru October 21) Administration Comcast 154460456 494.42$ Business Internet (September) Administration Comcast 154460456 494.42$ Business Internet (September) Public Works Companion Animal Control LLC August 985.63$ Callout Fees & Mileage Animal Control Core & Main LP R472881 6,726.97$ Gate Valve Parts Water Utility Core & Main LP R511659 3,126.35$ Watermain Repair Bands Water Utility Core & Main LP R575720 93.63$ Curb Stop Key Water Utility Core & Main LP R585589 267.76$ Watermain Repair Bands Water Utility Cornerstone Occupational Health Spec. GORT(H0000 50.00$ Personnel Testing Planning & Zoning Cornerstone Occupational Health Spec. KLEIN(0005 50.00$ Personnel Testing Street Dept Cornerstone Occupational Health Spec. MAAS(H0000 85.00$ Personnel Testing Street Dept Cornerstone Occupational Health Spec. MCCULL0001 50.00$ Personnel Testing Parks Dept Custom Cap & Tire LLC 270051586 756.00$ Tires - Unit #302-03 Street Dept Dell Marketing LP 10614423817 654.00$ Dell Micro Computer - Front Counter Administration Earl F. Andersen 0130763-IN 1,054.85$ Lions Park Parking Signage Special Parks Fund Environmental Equipment & Services Inc 22547 426.00$ Repairs - Unit #314 Street Dept ESS Brothers & Sons Inc CC7336 1,960.00$ Catch Basin Repairs - Quick Set Mix Stormwater Fund Fire Instruction Rescue Education 5712 1,800.00$ Live Burn Training Fire Dept Forest Lake YMCA PPD 2022 2,500.00$ Park Play Days Parks Dept FPI Paving Contractors Inc 2280226 750.00$ Tack Oil Street Dept Gopher State One Call 2080483 502.20$ August Service Charges Water & Sewer Grainger 9450070363 20.28$ Street Sign Hardware Street Dept H & L Mesabi 10528 1,865.00$ Blades for Plows Street Dept H & L Mesabi 10531 2,956.00$ Blades for Plows Street Dept Hawkins Inc 6291435 2,815.42$ Water Chemicals Water Utility HCM Architects 2066-22 623.15$ Lions Park Architect Services Special Parks Fund HD Sod Inc 11242 24.50$ Sod - Sidewalk (New PW Facility) Public Works Home Depot Credit Services 9091617 229.00$ Shop Tools Public Works Hugo Business Association E1088 750.00$ EDA Sponsorship for Kidz 'n Biz Misc Unallocated Innovative Office Solutions LLC IN3927733 116.73$ Copy Paper, Envelopes, Message Books, Etc Public Works Innovative Office Solutions LLC IN3940447 407.29$ Copy Paper Administration Innovative Office Solutions LLC IN3940447 84.82$ Trash Can Liners Gen Gov't Bldgs Innovative Office Solutions LLC IN3940447 62.26$ Message Books & Post Its Administration Innovative Office Solutions LLC IN3940447 35.22$ Restroom Supplies Gen Gov't Bldgs Innovative Office Solutions LLC IN3941960 172.95$ Breakroom Supplies Public Works Innovative Office Solutions LLC IN3941960 14.41$ Markers Public Works Innovative Office Solutions LLC IN3943524 63.32$ Post Its, Binders, Clips, White Out & Erasers Administration Instrumental Research Inc 4369 112.00$ Water Bacteria Testing Water Utility Jimmy's Johnnys MP210071 204.00$ Toilet Rental - Lions Park Parks Dept Jimmy's Johnnys MP210072 132.00$ Toilet Rental - Oakshore Park Parks Dept Jimmy's Johnnys MP210073 132.00$ Toilet Rental - Oneka Park Parks Dept Jimmy's Johnnys MP210074 132.00$ Toilet Rental - Beaver Ponds Park Parks Dept Jimmy's Johnnys MP210075 132.00$ Toilet Rental - Diamond Point Park Parks Dept Jimmy's Johnnys MP210076 132.00$ Toilet Rental - Frog Hollow Parks Dept Jimmy's Johnnys MP210077 528.00$ Toilet Rental - Hanifl Park Parks Dept Jimmy's Johnnys MP210078 132.00$ Toilet Rental - Valjean Park Parks Dept Jimmy's Johnnys MP210079 132.00$ Toilet Rental - Arbre Park Parks Dept Jimmy's Johnnys MP210080 132.00$ Toilet Rental - Heritage Ponds Park Parks Dept Jimmy's Johnnys MP210081 132.00$ Toilet Rental - McCollar Park Parks Dept Page 1 City of Hugo Claims October 3, 2022 G. 1 Vendor Invoice Amount Description Department Jimmy's Johnnys MP210082 132.00$ Toilet Rental - Arcand Park Parks Dept Jimmy's Johnnys MP210083 64.00$ Toilet Rental - Practice Burn Fire Dept John Deere Financial 9211888 42.58$ Parts - Unit #301 (WI Sales Tax) Parks Dept Kieffer, Rick CLAIM 250.00$ Cold Weather Gear Street Dept Knowlan's Super Markets Inc 3674 27.33$ Soft Drinks for Lobby Machine Gen Gov't Bldgs Knowlan's Super Markets Inc 5919 39.98$ Soft Drinks for Lobby Machine Gen Gov't Bldgs Knowlan's Super Markets Inc 6855 80.92$ Election Judge Supplies Elections Knowlan's Super Markets Inc 6949 296.42$ Election Judge Supplies Elections Lawson Products 9309926800 307.98$ Bulk Hardware Supplies Public Works Lindau, Michele CLAIM 694.89$ Bus Tour Supplies Administration Lindau, Michele CLAIM 14.99$ Canva Subscription Administration Loeffler, Mike CLAIM 144.99$ Cold Weather Gear Street Dept Loeffler, Mike CLAIM 109.98$ Cold Weather Gear Street Dept Loffler Companies Inc 482025459 526.15$ September Copier Service Payment Administration MacQueen Equipment Inc W10374 3,141.95$ Repairs - Unit #209 Sewer Utility Menards 91887 15.53$ Hardware - Well No. 2 Water Utility Menards 91944 21.99$ Safety Gear Parks Dept Menards 91944 9.70$ No Trespassing Signs - Bernin Property Parks Dept Menards 92680 76.38$ Septic Concrete Pad - New PW Facility Public Works Metering & Technology Solutions INV290 105.90$ Water Meters Water Utility Miller Excavating Inc 21180 363.69$ Class 5 Gravel Street Dept Miller Excavating Inc 21728 288.38$ Screened Sand & Class 5 Gravel Street Dept Minnesota Cleaning Services Inc 1022HH01 605.00$ September Cleaning Services Gen Gov't Bldgs Minnesota Cleaning Services Inc 1022HH02 100.00$ September Cleaning Services - Hanifl Parks Dept Minnesota Cleaning Services Inc 1022HH03 741.00$ September Cleaning Services - New PW Facility Public Works Minnesota Cleaning Services Inc 1022HH03 450.00$ September Cleaning Services Fire Dept Minnesota Cleaning Services Inc 1022HH03 247.00$ September Cleaning Services - Rice Lake Room Public Works MN Dept of Transportation P00015724 369.47$ Bituminous Inspection - Downtown Street Imp Project Street Reconstruction MN Fall Expo Registration 300.00$ 2022 Fall Maintenance Expo (10) Public Works Northern Salt Incorporated 25706 43,200.00$ Chloride Application (Dust Control Project) Street Dept Oxygen Service Company 8566765 248.76$ Welding Supplies Public Works Oxygen Service Company 8566810 544.44$ Welding Supplies Public Works Paragon Visual LLC INV5713 1,119.20$ Paper & Ink Cartridges - Plotter Printer Administration Peterson Companies 49874 298.86$ Beaver Ponds Park Irrigation Repairs Parks Dept Peterson Companies 49992 1,989.46$ CSAH 8 Stormwater Reuse Repairs Stormwater Fund Press Publications 750820 342.90$ Public Hearing - 121st St/Acres of Bald Eagle Ordinances/Proceedings Press Publications 750821 69.85$ Planning Commission Public Hearing Notice Ordinances/Proceedings Ricoh USA, Inc 106515185 194.61$ October Copier Lease Payment Public Works Rivard Companies Inc 495516 1,495.50$ Mulch - Parks Parks Dept Sam's Club 76050 424.61$ Fire Department Supplies Fire Dept Sensible Land Use Coalition 1635 48.00$ Meeting Registration - R. Juba Planning & Zoning Sensible Land Use Coalition 1635 48.00$ Meeting Registration - S. Denaway Parks Dept Sensible Land Use Coalition 1635 48.00$ Meeting Registration - M. Gort Planning & Zoning Sun Life Financial October 1,203.66$ Disability Premium Finance Dept T-Mobile 870254054 665.78$ Cellular Phone Charges Various Trade Press Inc 37920 214.00$ Cleanup Day Receipt Books Recycling Tri-State Bobcat A09247 204.93$ Parts - Unit #304-19 Street Dept Uline 153448776 161.82$ Safety Supplies Public Works UniFirst Corporation 090 0718223 119.79$ Uniforms, Supplies & Floor Mat Services (PW) Public Works UniFirst Corporation 090 0719558 19.84$ Supplies & Floor Mat Services (CH) Gen Gov't Bldgs Verizon Wireless 9915042251 1,049.70$ Cellular Phone Charges Various Winnick Supply 462265 49.60$ Steel Tubing Public Works Xcel Energy 51-0013009096-8 160.90$ Water Tower No. 4 Electric Water Utility Xcel Energy 51-0013297123-1 2,992.73$ Public Works Electric Service Public Works Xcel Energy 51-0013297123-1 226.24$ Public Works Natural Gas Service Public Works Xcel Energy 51-0013971834-1 75.78$ 152nd Street Stop Light Street Dept Ziegler Inc IN000681762 506.52$ Parts - Unit #326-B Parks Dept Ziegler Inc IN000685643 87.09$ Parts - Unit #304-I Street Dept Ziegler Inc IN000686040 51.00$ Parts - Unit #316-A Stormwater Fund 129,371.17$ Total Claims for October 3, 2022 Page 2 CITY OF HUGO PROCLAMATION WHEREAS, Toastmasters International, the world’s leading organization devoted to communication, public speaking and leadership skills, provides a mutually- supportive and positive learning environment in which every member has the opportunity to develop their communication and leadership skills which, in turn, fosters self-confidence and personal growth; and WHEREAS, Toastmasters, founded October 1924, has over 280,000 members in 144 countries, with over 14,700 clubs worldwide; and WHEREAS, Toastmasters clubs are made up of 20-30 people who gather weekly to follow an agenda of prepared speeches, impromptu speeches and evaluations as members learn through practice, by listening to one another, and by studying educational manuals from Toastmasters International which offer guidelines for speeches, and the monthly Toastmaster magazine is an excellent source to gain everyday speaking tips – for both personal and professional use, and WHEREAS, Toastmasters has helped over 4 million since 1924, and WHEREAS, the Hugo area is in Toastmasters District 106, and NOW, THEREFORE, I, Tom Weidt, Mayor of the City of Hugo, in recognition of this important observance, do hereby proclaim October as: “TOASTMASTERS MONTH” in the City of Hugo and urge all citizens to join me in congratulating Toastmasters for the inspiring role they play in assisting individuals develop self-confidence and communication skills, which enhance all aspects of their lives. On this 3th day of October, 2022 _____________________________________ Tom Weidt, Mayor ATTEST: ___________________________________ Michele Lindau, City Clerk TO: Bryan Bear, City Administrator FROM: Max Gort, Associate Planner, through Rachel Juba, Community Development Director SUBJECT: Premier Banks – Site Plan, Zoning Amendment, CUP, and two Variances – 5615 147th Street N DATE: September 29, 2022, for the City Council meeting of October 3, 2022 ZONING: Future Central Business (FCB) COMP PLAN LAND USE: Mixed-Use (MIX) 60-DAY REVIEW DEADLINE: October 4, 2022 1. PLANNING COMMISSION UPDATE: At its September 22, 2022 meeting the Planning Commission held a public hearing and considered the request. Three residents who live in the neighborhood along Flay Avenue spoke during the public hearing with concerns and questions including the following: • Concerns about commercial traffic in the street where kids play. • Vehicle trips increasing on Flay Avenue due to commercial use. • The proposed second tenant space without a definite tenant occupying that space, not knowing what kind of traffic said tenant would generate. Another resident who does not live in the immediate neighborhood, but is a customer of Premier Banks, gave comments regarding the current bank location and its limited parking spaces that it shares with the adjoining convenience stores. He states there is not a problem parking in the current building and does not see a parking problem with the proposed building. Two members of the applicant’s development team responded to the neighbors’ concerns. They both highlighted the team’s work to consider all of the realistic options for an access point location. They determined that the proposed location on the northwest corner of the property onto Flay Avenue would be the best in terms of minimizing the possibility of vehicle collisions and interference with pedestrian traffic on the 147th Street trail. CITY OF HUGO COMMUNITY DEVELOPMENT DEPARTMENT PLANNING AND ZONING APPLICATION STAFF REPORT Premier Bank – Site Plan, Zoning Amendment, CUP, and Variances 2 Following the close of the public hearing, the planning commission discussed the request and asked a few more questions. These questions and discussion comments included: • Issues with an access point onto 147th Street rather than Flay Avenue o Combining with existing commercial traffic from Subway on the south side of the street o Interfering with pedestrians and/or cyclists using the trail • Reducing the vehicle stacking and that it is unlikely it would back up into the street • 3 out of the 4 corners of the intersection already having commercial uses Following discussion, the Planning Commission unanimously recommended approval of the site plan, zoning amendment, CUP, and variances, subject to the conditions in the resolutions. 2. DESCRPTION OF REQUEST: The applicant is requesting approval for a site plan for a commercial development on a 0.76 acre parcel for an approximately 4,500 square foot commercial building with a drive-through. The proposed use is to be a bank and 1,000 square feet for another tenant. The property is located on the northwest corner of 147th Street and Highway 61, currently occupied by a residential home. The property is zoned Future Central Business (FCB) and is located in the area of the City where development is guided by the downtown plan and design guidelines. The applicant is requesting to rezone the property to Central Business (C-1) to accommodate a commercial use. Additionally, the applicant is requesting approval of a conditional use permit to allow for a drive-through teller lane to be within 200 feet of a residentially zoned property. The applicant is requesting two variances. The first variance is to allow for 115 feet and 4 inches of space for vehicle stacking, where 180 feet is required by ordinance. The second variance is to allow for the drive-through main entrance to be located on Flay Avenue, a local street, where access to a state highway, county road, or city commercial collector street is required by ordinance. 3. CONTEXT: Surrounding Land Use and Zoning The properties to the north and west are zoned Future Central Business (FCB) and are occupied by residential homes. The properties to the east across Highway 61 are zoned Central Business (C-1) and are occupied by commercial uses. The properties to the south are zoned Future Central Business (FCB) and Central Business (C-1) and are occupied by single family homes and a commercial use. This property and the surrounding properties are guided Mixed-Use (MIX) in the 2040 Comprehensive Plan. The MIX land use classification allows for a mix of residential, commercial, office, and retail, and public/quasi-public uses. This mixed-use area is guided by the Downtown Design Guidelines and is expected to be developed with a mix of uses. Premier Bank – Site Plan, Zoning Amendment, CUP, and Variances 3 Existing Site Characteristics The property is currently vacant, flat, and it does not appear to have wetlands. The principal structure on the property is a vacant, roughly 1,500 square foot single-family home with a roughly 750 square foot detached garage. The property is landscaped with several overhead deciduous trees and lines of coniferous trees providing screening from the property to the north. 4. BACKGROUND: On April 28, 2022, the Planning Commission gave informal comments on the applicant’s Sketch Plan, agreeing with staff that a neighborhood meeting held with the property owners to provide background on the FCB zoning district and how the area might develop. The neighborhood meeting was held on June 9, 2022. Attendees were given background on the Future Central Business (FCB) zoning district. The zoning of the property is Future Central Business (FCB). The future central business district (FCB) represents transition areas that have been identified as practical and generally suitable for future development as part of downtown. The purpose of the future central business district is to provide a holding zone until a landowner makes application for development, at which time the city may rezone the affected property consistent with the downtown plan, provided the development does not result in the premature extension of public utilities or impede planned road improvements. Residential land uses are allowed to continue pending future redevelopment consistent with the city's downtown plan. In general, the neighborhood was unaware of the FCB zoning of their property and were under the impression that they were all zoned residential. Most of the neighborhood did not want to have commercial in the area. Some of the neighbors were okay with commercial uses in the area. They asked what would need to be done to rezone the property to residential. Staff stated that a petition could be made for the City to consider the rezoning to residential. Staff has not received a petition to date. Premier Bank representatives were at the neighborhood meeting and presented their plan for redevelopment of the property. Some neighbors stated they did not want the access to be on Flay Avenue and the access onto 147th Street would be better. 5. ANALYSIS: A. LEVEL OF 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 has discretion in approving or denying rezoning applications, based on whether or not the proposal meets the standards outlined in the Comprehensive Plan and Zoning Ordinance requirements. If the City finds that all the applicable standards are met, the Premier Bank – Site Plan, Zoning Amendment, CUP, and Variances 4 rezoning application must be approved. However, if the City finds that any of the applicable standards are not met, the application may be denied. 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. 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 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. B. REZONING PROPERTY FROM FCB TO C-1 The applicant is requesting to rezone the property from Future Central Business (FCB) to Central Business (C-1). Staff has analyzed this rezoning based on the four criteria in the City ordinance under Section 90-40, Zoning Amendments: (1) The requested amendment is in compliance with the city’s comprehensive plan The property is guided for Mixed-Use (MIX) per the Comprehensive Plan and the requested amendment would be in compliance with the Mixed-Use land use designation. (2) The proposed zoning classification is appropriate for the property given the topographic, environmental and cultural limitations of the site. The proposed commercial property would be on relatively flat land. The applicant is proposing to keep some existing trees as well as plant several new landscaping elements. The building and site area arranged to accommodate the proposed use in regards to parking, access, and building placement. The proposed zoning classification is appropriate for the property because there are no topographic, environmental, or cultural limitation of the site. (3) Existing public infrastructure is adequate to handle the development that can reasonably be foreseen on the site The property is within the vicinity of a city collector street and a state highway, which will adequately direct vehicle traffic to the proposed access point on Flay Avenue. The property is served by city sewer and water. (4) The proposed zoning classification will not have unreasonable negative impacts on neighboring properties The applicants have designed the site to minimize negative impacts on neighboring existing property. Adjacent properties are currently zoned FCB with the intention of Premier Bank – Site Plan, Zoning Amendment, CUP, and Variances 5 being rezoned for commercial use in the future or having a mix of uses per the Mixed-use land use, the surrounding properties could develop with compatible uses with the proposed commercial use. The proposed zoning classification will not have unreasonable negative impacts on neighboring properties. (5) The floodplain designation on the official zoning map shall not be removed from floodplain areas unless it can be shown that the designation is in error or that the area has been filled to or above the elevation of the regulatory flood protection elevation and is contiguous to lands outside the floodplain. The property is not within a floodplain district and no floodplain areas are proposed to be impacted. It is in staff’s opinion that all of the necessary requirements for approval of a zoning amendment are met. C. CONDITIONAL USE PERMIT FOR DRIVE-THROUGH BUSINESS The applicant is requesting approval of a conditional use permit (CUP) for a drive- through lane to be within 200 feet of a residentially-zoned property. Staff has reviewed the CUP application subject to the required findings outlined in Sec. 90-37 ‘Conditional use permits’ of City Code. (1) Law. The variance as requested is permissible by law. The proposed variance is permissible by law. (2) The proposed use is keeping with the spirit and intent of the ordinance. The spirit and intent of the ordinance is to reduce the effects of a drive-through lane for drive-through businesses on adjacent residential property. The proposed drive-through lane is designed intentionally to minimize impact on the existing residential properties within 200 feet. It is placed in the southeast portion of the property adjacent to Highway 61 and 147th Street. The drive-through lane is placed in an area that would reduce the effects on adjacent residential properties, therefore keeping with the spirit and intense of the ordinance. (3) The proposed use is compatible with the City’s Comprehensive Plan and the character of the surrounding area. The property is zoned Future Central Business (FCB) and is guided as Mixed -Use (MIX) land use in the comprehensive plan. The zoning district and land use anticipates commercial uses in this area. The surrounding properties are zoned FCB or commercial. The other corners of Highway 61 and 147th Street are occupied by commercial uses. The proposed use is compatible with the City’s comprehensive plan and the character of the surrounding area. Premier Bank – Site Plan, Zoning Amendment, CUP, and Variances 6 (4) The proposed use has adequate drainage, water supply, electrical, gas, and sewage treatment facilities. The proposed use has adequate drainage, water supply, and utilities. (5) The proposed use has adequate road access. The property has adequate road access from Flay Avenue North. (6) Technical Evaluation of Floodplain. The applicant is not proposing to impact any floodplain. (7) The proposed use should not increase the potential for flood damage. The proposed use would not obstruct the floodplain or increase the potential for flooding. (8) The proposed use will not damage or reduce the benefits the public receives from public waters. The proposed use would not damage or reduce the benefits from any public waters. (9) The use of watercraft on public waters. The proposed use would not involve the use of watercraft on public waters. (10) All structures shall be screened from view of public waters. The proposed use is not visible from public waters. (11) Wetland impacts. The proposed use does not adversely impact any wetlands. (12) The applicant would be responsible for obtaining all state and local permits. The applicant will be required to get all state and local permits. (13) Adequate screening and buffering from non-compatible uses and public rights-of- way. The area is zoned FCB and is anticipated to the developed with commercial uses consistent with the downtown plan. The other corners of 147th Street are developed with commercial uses. The applicant is showing the drive-through lane adjacent to Highway 61 and to preserve the existing trees on the north property line of the property. It is in staff’s opinion that the request meets all the items required to approve a CUP. Premier Bank – Site Plan, Zoning Amendment, CUP, and Variances 7 D. SITE PLAN Building Setbacks The C-1 zoning district requires a minimum 10 foot front yard setback, a minimum 0 ft side yard setback, and a minimum 30 foot rear yard setback. The site plan complies with the setback requirements. Building Height The C-1 zoning district requires a maximum building height of 35 feet. The building will have a height of approximately 23 feet. The site plan complies with height requirements. Building Coverage and Lot Coverage The ordinance limits lot area to be covered by a building to 60% and lot area to be covered by impervious surface to 90%. The site plan meets the requirements. Landscaping Section 90-181 of the Zoning Ordinance provides landscaping requirements for commercial development. The site plan includes tree and shrub locations and species. The applicant is proposing 8 overstory deciduous trees, 4 coniferous trees, 4 ornamental trees, and 31 shrubs. This meets the landscape ordinance requirements for the project. The applicant is proposing to keep the existing evergreen trees on the north property line. The applicant is proposed to remove the existing trees on the property where the building is proposed and the existing trees on the east property line. Lighting The ordinance requires lighting to consist of cut-off fixtures and for light cast on adjacent property and roads not to exceed ½ foot candle measured at the property line or 1 foot candle measured at the street’s centerline. The ordinance also required the light fixtures, whether pole mounted or wall mounted to be cut-off fixtures. The applicant is proposing LED lights for wall mounted and pole mounted fixtures. The applicant has provided cut- sheet for both the wall lights for staff review and approval prior to installation. The lighting plan meets the ordinance standards along the property lines Fencing and Screening A proposed trash enclosure would be on the north side of the building, and the architectural plans show that the enclosure will feature walls consistently designed with the rest of the building’s exterior walls. The applicant is proposing the use of trees and landscaping for adequate screening from adjacent streets and properties. Premier Bank – Site Plan, Zoning Amendment, CUP, and Variances 8 The plans show the roof top mechanical equipment located in a flat area on the roof. The applicant shows the parapet of the building screening the equipment from view. Screening of the roof top equipment is listed as a condition in the resolution. Streets and Access The performance standards for drive-through businesses requires the access to be on a State highway, County road, or City collector street. The site is proposed to have access from Flay Avenue North, a local road, therefore a variance is required. A. VARIANCE FROM DRIVE THROUGH LOCATION REQUIREMENTS (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; The applicant is proposing a driveway access location on the northwest side of the property connecting to Flay Avenue, currently a local road. By ordinance, drive- through access points must be located on a State highway, County road, or City commercial collector street. Staff has considered multiple access options and have determined that the proposed location is the best in terms of traffic engineering and minimizing the possibility of vehicle collisions. It is in staff’s opinion that the drive-through access point location requested 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 few practical options for the location of an access point. Due to the Washington County Regional Rail Authority’s (Hardwood Creek Trail) owned right-of-way between the property and Highway 61, there is not an option for an access point onto the state highway. Traffic engineering concerns arise when the access point is located on 147th Street North, a city commercial collector street, due to its proximity to Highway 61 and conflicts with the turn lanes. Additionally, an access point located on 147th Street N would require a change of the site and building orientation such that the drive-through and speaker would be facing toward the existing residential property. It is in staff’s opinion that the request for the variance is due to unique circumstances not created by the landowner Premier Bank – Site Plan, Zoning Amendment, CUP, and Variances 9 c. Character of Neighborhood. The variance, if granted, will not alter the essential character of the neighborhood. The neighborhood is zoned as Future Central Business (FCB) meaning that non - commercial uses are allowed, however it is anticipated that the properties within the district will eventually be developed as commercial businesses and rezoned to C-1. A drive-through business with its access point onto Flay Avenue North would be within the character of an eventual central business district. The other corners of Highway 61 and 147th Street are occupied by commercial uses. It is in staff’s opinion that the proposed access point location will not alter the essential character of the neighborhood. It is in staff’s opinion that there are practical difficulties in meeting the ordinance standards. (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 ordinance is to ensure that drive-through businesses that generate respective vehicle traffic are not placing the burden of such traffic onto public streets that are not equipped to handle a high volume of vehicles. Although Flay Avenue North currently functions as a residential street, the neighborhood being guided for central business district zoning means that there will likely be other commercial uses access points on Flay Avenue in the future. This area is expected to be developed with commercial uses consistent with the downtown plan. It is in staff’s opinion that the location of the access point meets the spirit and intent of the code and comprehensive plan. (4) Prohibited Use. The variance, if granted, shall not have the effect of allowing any use prohibited in the district. The use is allowed in the C-1 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 project is not located within the FEMA floodplain overlay district. The project is not expected to increase flood levels in the area. (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 can be served by City sewer and water. It is in staff’s opinion that the request meets all standards required for a variance Premier Bank – Site Plan, Zoning Amendment, CUP, and Variances 10 Parking and Drive-through Stacking According to Section 90-253 ‘Parking’, based on the use and the size of the building 18 parking stalls are required by ordinance. The site plan provides for 19 parking spaces, 2 of which are handicap spaces. The site plan meets the requirements for parking. The applicant is showing 115 feet and 4 inches for vehicle stacking for the drive-though, where 180 is required by the ordinance, therefore a variance is required. A. VARIANCE FROM VEHICLE STACKING REQUIREMENTS (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; The applicant is proposing to use the property for a drive-through commercial business. The plans for the drive-through service lane provide for 115 feet and 4 inches of vehicle stacking, which is less than the 180’ required by ordinance. The applicant provides a low estimate of vehicle trips per day. There is a bypass lane for the drive-through allowing for additional vehicle circulation. If the vehicle stacking goes beyond the 115 feet and 4 inches it will be within the parking lot on the site and will not go into a public street. The drive-through business with a reduced area of vehicle stacking 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 is constrained by major arterial streets on the south and east side, as well as an existing single-family home to the north, leaving few options for access and building orientation to meet other areas of the City Code. In order to meet the 180’ of vehicle stacking required by ordinance, the applicant would need to reorient the building placement so the drive-through is to the north adjacent to the existing single family home to the north. It is in staff’s opinion that the drive- through lane oriented to the east towards Highway 61 is the best location on the site for the service window. Premier Bank – Site Plan, Zoning Amendment, CUP, and Variances 11 c. Character of Neighborhood. The variance, if granted, will not alter the essential character of the neighborhood. Allowing for a reduction of vehicle stacking would not alter the essential character of the neighborhood more significantly than if the drive-through lane was constructed with 180’ of stacking per ordinance. It is in staff’s opinion that there are practical difficulties in meeting the ordinance standards. (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. It is the spirit and intent of the ordinance to ensure that vehicles queuing for a drive- through business are given ample space to do so without overflowing into other traffic areas such as public streets. If the stacking goes beyond the 115 feet and 4 inches it will be within the parking lot on the site and will not go into a public street and there is a bypass lane for vehicle circulation. It is in staff’s opinion that the variance requested meets the spirit and intent of the ordinance. (4) Prohibited Use. The variance, if granted, shall not have the effect of allowing any use prohibited in the district. The use is allowed in the C-1 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 project is not located within the FEMA floodplain overlay district. The project is not expected to increase flood levels in the area. (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 can be served by City sewer and water. It is in staff’s opinion that the request meets all standards required for a variance. Trails There is a City trail along 147th Street North as well as a County trail along Forest Boulevard North/TH 61. The site plan does not propose any impact to either trail. Premier Bank – Site Plan, Zoning Amendment, CUP, and Variances 12 The Downtown Design Guidelines encourage pedestrian connection with development. The plans show a pedestrian connection to the existing trail along 147th Street that is landscaped. Architecture and Building Material According to the Comprehensive Plan and the downtown design guidelines adopted in 2007, the site falls within an area that shall follow downtown design guidelines. The downtown design guidelines encourage new buildings to be designed with elements of traditional main street design, Hugo’s French trading post roots, or mid-western prairie style architecture. Traditional main street style buildings usually have flat roofs with well-defined roof lines. The French trading post architectural elements include steeper or mansard roofs, open storefronts, and exterior plaster with stone and brick. Prairie style architecture has hipped roofs with low spreading deep overhangs. All of these styles are presented with more detail in the guidelines. The submitted architectural plans describe a 4,500 square foot building that is roughly 23 feet tall. Elevations for the building are given along with renderings of how the site will look once completed and in use. The exterior is articulated on all four sides, leaving no blank space. The walls are designed using a combination of brick masonry and stone to create aesthetically pleasing, yet contrasting tones to highlight entrances and windows. The low profile and hipped roof make the building consistent with prairie style architecture prescribed in the downtown guidelines. The roof’s style continues over the drive-through window to make the use otherwise not desired in the downtown more visually pleasing. The downtown design guidelines state that the buildings in downtown should be oriented towards the streets. A commercial business with a drive-through is difficult to have the building orient towards a street. The Hardwood Creek Trail property located between this property and Highway 61 further constrains how the building could orient towards the street. However, with the drive-through canopy along the east side of the building does start to create a building edge along Highway 61, and staff believes it is in a good location. The guidelines identify the intersection of 147th Street and Highway 61 as a key entry point into downtown and encourages this area to be designed as a gateway into downtown. Gateway elements could include open space, unique landscaping, walls or gates, water features, and City signage. It is in staff’s opinion that the architectural plans meet the downtown design guidelines and continue to work with the applicant to implement appropriate gateway elements, as a condition of approval. Signage The applicant is proposing a monument sign on the site at the corner of 147th Street North and Forest Boulevard North. The applicant will need to apply for a sign permit before Premier Bank – Site Plan, Zoning Amendment, CUP, and Variances 13 construction of the sign. Since the corner with the proposed location for the sign is guided in the downtown plan to be a gateway area, staff will continue to work with the applicant to incorporate appropriate gateway elements. Drainage / Grading Section 90-36 of City Code lists specific criteria to be evaluated in the applicant’s grading and drainage plans. The site plan shows an underground stormwater infiltration system that connects to the existing 147th Street storm sewer, and meets water quality and rate control requirements. The applicant had submitted grading plan and stormwater management plan that adequately meet these criteria. Utilities The proposed utility plan meets all requirements under Sec. 90-335 of City Code. The applicants plan to be connected to city sewer and water which are already available onsite. Wetlands Staff has found that there are no impacts to wetlands with the proposed site plan. Park Dedication Since the site plan proposes a commercial use, park dedication is not required. 6. CONCLUSION Staff finds that the proposal meets all the requirements necessary for the City to approve the site plan, zoning amendment, CUP, and variances as outlined in the City Code and zoning district regulations, subject to the conditions listed in the attached resolutions. 7. STAFF RECOMMENDATION: Staff recommends approval of the site plan, zoning amendment, CUP, and variances for Premier Banks located at 5616 147th Street North. 8. PLANNING COMMISSION RECOMMENDATION: The Planning Commission unanimously recommended approval of the site plan, zoning amendment, CUP, and variances, subject to the conditions in the resolutions. Premier Bank – Site Plan, Zoning Amendment, CUP, and Variances 14 ATTACHMENTS: 1. Location Map 2. Site Plan Resolution 3. Rezone Resolution 4. Rezone Ordinance 5. CUP Resolution 6. CUP 7. Variance Resolutions 8. Engineer’s Memo dated September 15, 2022 9. MnDOT Comment Letter dated September 28, 2022 10. Applicants Narrative 11. Landscape Plan dated September 9, 2022 12. Civil Plan Set dated September 9, 2022 13. Exterior Elevations 14. Downtown Design Guidelines 147th Street North Forest Boulevard NorthFlay Avenue NorthFitzgerald Avenue North5616 147th Stre et N Location MapHugo, MN Parcel Boundary selection Roads Hugo Border Parcel Boundary ¯0 100Feet1 in = 100 feet Document Path: S:\Mapping\Emily\LocationSite Maps\2022\Premier Bank.mxdSite RESOLUTION 2022-XX APPROVING A SITE PLAN FOR A COMMERCIAL USE ON PROPERTY LOCATED AT 5616 147th STREET NORTH WHEREAS, Premier Banks has requested approval of a site plan to allow construction of a commercial business with a foot print of approximately 4,500 square feet on the property located at 5616 147th Street North and legally described as follows: See Attachment. WHEREAS, the Planning Commission has reviewed the site plan at a duly called a Public Hearing on September 22, 2022, and recommends approval; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the request by Premier Banks for a site plan, subject to the following conditions: 1. A site plan is approved for an approximately 4,500 square foot commercial building, in accordance with the application received by the City on August 5, 2022, August 31, 2022 and September 11, 2022, except as amended by this resolution. 2. The site plan is subject to approval of a conditional use permit (Resolution #_______) and variance (Resolutions # ___________ and #______________) 3. A sign permit is required for all signs. The sign permit application shall be reviewed and approved by City staff prior to installation. 4. The existing trees on the north property line shall remain in place. 5. The use in the tenant space shall be reviewed by staff to ensure the parking spaces meet ordinance standards. 6. Prior to issuance of building permits, the developer must comply with the following conditions: a. The applicant shall comply with all conditions from the City Engineer’s memo dated September 15, 2022, and additional redlined comments provided to the applicant’s engineer. b. The developer shall obtain all necessary local, state, and federal permits. Architecture a. The applicant shall submit building material and glass samples for review and approval by city staff. b. The roof drainage system that shall be integrated into the building design and shall be reviewed and approved by staff. Landscaping/lighting Resolution 2022-XX Page 2 of 2 a. The developer shall show all areas that will be seeded, sodded, and irrigated on the landscape plan. b. The landscaping shall be irrigated to ensure establishment of plantings. c. The lighting plan shall meet the standards in City Code Section 90-239 Lighting. d. The applicant shall continue to work with staff on what is included for the gateway elements and the design. The final design shall be reviewed and approved by staff. Fees a. All development fees shall be paid. 7. Prior to the issuance of a Certificate of Occupancy, the developer must comply with the following conditions: a. All roof top mechanical equipment must be screened from view of adjacent properties. Staff shall perform an inspection when equipment is installed to ensure compliance with City code. b. Any areas of the street, sidewalk, and trail connection that are disturbed with the construction shall be restored to the City’s satisfaction. c. All landscaping shall be installed per the plans approved by staff. ADOPTED by the City Council this 3rd day of October, 2022. _______________________________ Tom Weidt, Mayor ATTEST: __________________________________ Michele Lindau, City Clerk RESOLUTION 2022-XX APPROVING FINDINGS OF FACT FOR REZONING FOR PREMIER BANKS LOCATED AT 5616 147TH STREET NORTH WHEREAS, Premier Bank has requested reclassification of the zoning from Future Central Business (FCB) to Central Business (C-1). The property is legally described as follows: (See Attached) WHEREAS, the Planning Commission has reviewed the request at a duly called Public Hearing and recommends approval, and; WHEREAS, the City Council has adopted an ordinance rezoning the affected parcel s from FCB to C-1; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does support the request by Premier Bank, have requested reclassification of the zoning from Future Central Business (FCB) to Central Business (C-1), based on the following findings: 1. The property is guided for Mixed-Use (MIX) per the Comprehensive Plan and the requested amendment would be in compliance with the Mixed-Use land use designation. 2. The proposed commercial property would be on relatively flat land. The applicant is proposing to keep some existing trees as well as plant several new landscaping elements. The proposed zoning classification is appropriate for the property because there are no topographic, environmental, or cultural limitation of the site. 3. The property is within the vicinity of a city collector street and a state highway, which will adequately direct vehicle traffic to the proposed access point on Flay Avenue. The property is served by city sewer and water. 4. Adjacent properties are currently zoned FCB with the intention of being rezoned for commercial use in the future or having a mix of uses per the Mixed-use land use, the surrounding properties could develop with compatible uses with the proposed commercial use. The proposed zoning classification will not have unreasonable negative impacts on neighboring properties. 5. The property is not within a floodplain district and no floodplain areas are proposed to be impacted. Resolution 2022-____ Page 2 ADOPTED by the City Council this 3rd day of October, 2022. ______________________________ Tom Weidt, Mayor ATTEST: __________________________________ Michele Lindau, City Clerk ORDINANCE 2022 - 516 CITY OF HUGO AN ORDINANCE WITHIN THE CITY OF HUGO, MINNESOTA AMENDING CHAPTER 90 (ZONING ORDINANCE) OF THE CITY CODE TO CLASSIFY CERTAIN LANDS LOCATED 5616 147th STREET NORTH THE CITY OF HUGO ORDAINS: Section 1. Amendment of the City Code. Chapter 90 of the City Code of the City of Hugo, Minnesota, is hereby amended by changing the classification on the City of Hugo Zoning Map to Central Business (C-1) with respect to the property legally described as follows: Granger’s Addition Lot 5 Subdivision CD 35278, Washington County, Minnesota. Section 2. Effective Date. This amendment shall take effect upon its passage. ADOPTED BY THE HUGO CITY COUNCIL ON OCTOBER 3, 2022. ______________________________ Tom Weidt, Mayor ATTEST: _____________________________ Michele Lindau, City Clerk RESOLUTION 2022-XX APPROVING A CONDITIONAL USE PERMIT FOR PREMIER BANK TO ALLOW A DRIVE THROUGH BUSINESS WITHIN 200 FEET OF RESIDENTIALLY ZONED PROPERTIES FOR THE PROPERTY LOCATED AT 5616 147TH STREET NORTH WHEREAS, Premier Bank has requested approval of a conditional use permit to allow a drive through business located within 200 feet of residentially zoned properties for the property located at 5616 147th Street North, on the northeast corner of the intersection of 147th Street North and Forest Boulevard North (Highway 61). WHEREAS, the property is legally described as follows: See Attached WHEREAS, the Planning Commission has considered the request on September 22, 2022, at a duly called a public hearing and recommends approval. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the conditional use permit to allow a drive through business located within 200 feet of residentially zoned properties for the property located at 5616 147th Street North, subject to the following findings: 1. The use is permissible by law. 2. The spirit and intent of the ordinance is to reduce the effects of a drive-through lane for drive-through businesses on adjacent residential property. The proposed drive-through lane is placed in an area and the plan shows the preservation of existing trees on the north property line, that would reduce the effects on adjacent residential properties, therefore keeping with the spirit and intense of the ordinance. 3. The property is zoned Future Central Business (FCB) and is guided as Mixed-Use (MIX) land use in the Comprehensive Plan. The zoning district and land use anticipates commercial uses in this area. The other corners of Highway 61 and 147th Street are occupied by commercial uses. The proposed use is compatible with the City’s comprehensive plan and the character of the surrounding area. 4. The proposed use has adequate drainage, water supply, and utilities. 5. The property has adequate road access from Flay Avenue North. 6. The site is not located within a floodplain area and the project is not proposing any impacts to floodplain. 7. The site is not located adjacent to the public waters. 8. The site is not located adjacent to the public waters. Resolution 2022-___ Page 2 9. The site is not located in the shoreland overlay district. 10. The site is not located in the shoreland overlay district. 11. The project is not proposing any wetland impacts. 12. The applicant shall be responsible for all necessary state and local permits. 13. The area is zoned FCB and is anticipated to the developed with commercial uses consistent with the downtown plan. The other corners of 147th Street are developed with commercial uses. The applicant is showing the drive-through lane adjacent to Highway 61 and to preserve the existing trees on the north property line of the property. ADOPTED by the City Council this 3rd day of October, 2022. _______________________________ Tom Weidt, Mayor ATTEST: __________________________________ Michele Lindau, City Clerk CITY OF HUGO CONDITIONAL USE PERMIT DATE OF APPROVAL: October 3, 2022 OWNER: Premier Banks 14815 Forest Blvd Hugo, MN 55038 ADDRESS FOR WHICH CUP IS GRANTED: 5616 147th Street North LEGAL DESCRIPTION: See Exhibit A ZONING DISTRICT: Central Business (C-1) THIS CONDITIONAL USE PERMIT ALLOWS FOR THE FOLLOWING: A drive-through business driveaway to be located within 200 feet of residentially zoned properties. THIS CONDITIONAL USE PERMIT IS APPROVED SUBJECT TO COMPLIANCE WITH THE FOLLOWING SPECIAL CONDITIONS: 1. The proposed use is allowed by conditional use permit and shall be accessory to the commercial business. 2. The existing coniferous trees providing screening from the residential property to the north shall be maintained, per the Landscape Plan dated September 9, 2022. 3. If noise levels exceed ordinance standards with use of the service window the property owner shall implement mitigation measures, to be reviewed and approved by the City. 4. The conditional use permit shall comply with the site plan dated September 9, 2022, and approved by the City Council on October 3, 2022. Page 2 of 3 Dated: _____________, 2022. ______________________________ Tom Weidt, Mayor STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this _____ day of __________________, 2020, 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 Page 3 of 3 Dated: _____________, 2022. ___________________________________ Title:_____________________ STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this ____ day of ___________, 2021, 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 This document was drafted by: Hugo City Council 14669 Fitzgerald Ave N Hugo, MN 55038 This Conditional Use Permit supersedes any Permits for this use that were previously recorded. RESOLUTION 2022-XX APPROVING A VARIANCE FROM THE DRIVE-THROUGH BUSINESS MAIN ENTRANCE LOCATION REQUIREMENT FOR PROPERTY LOCATED AT 5616 147th STREET NORTH WHEREAS, Premier Bank has requested approval of a variance to allow the proposed drive-through business main access onto Flay Avenue North, a local street, where access to a state highway, county road, or city commercial collector street is required by City ordinance, on property legally described as follows: See Attached WHEREAS, the Planning Commission has reviewed said variance at a duly called public hearing on September 22, 2022, and recommends approval with the following findings and conditions: 1. The proposed facilities shall be in adherence to the site plan dated September 9, 2022 2. The proposed variance is permissible by law. 3. Traffic engineering concerns arise when the access point is located on 147 th Street North, a city commercial collector street, due to its proximity to Highway 61 and conflicts with the turn lanes. The proposed location is the best in terms of traffic engineering and minimizing the possibility of vehicle collisions. It is anticipated that the properties within the district will eventually be developed as commercial businesses and rezoned to C-1. The drive-through access point location requested is a reasonable use. 4. The property has few practical options for the location of an access point. Due to the Washington County Regional Rail Authority’s (Hardwood Creek Trail) owned right-of-way between the property and Highway 61, there is not an option for an access point onto the state highway. Traffic engineering concerns arise when the access point is located on 147th Street North, a city commercial collector street, due to its proximity to Highway 61 and conflicts with the turn l anes. Additionally, an access point located on 147th Street N would require a change of the site and building orientation such that the drive-through and speaker would be facing toward the existing residential property. The request for the variance is due to unique circumstances not created by the landowner 5. The neighborhood is zoned as Future Central Business (FCB) meaning that non - commercial uses are allowed, however it is anticipated that the properties within the district will eventually be developed as commercial businesses and rezoned to C-1. A drive-through business with its access point onto Flay Avenue North would be within the character of an eventual central business district. The other corners of Highway 61 and 147th Street are occupied by commercial uses. It is in staff’s opinion that the proposed access point location will not alter the essential character of the neighborhood. 6. There are practical difficulties in meeting the ordinance standards. Resolution 2022-XX Page 2 7. The spirit and intent of the ordinance is to ensure that drive-through businesses that generate respective vehicle traffic are not placing the burden of such traffic onto public streets that are not equipped to handle a high volume of vehicles. However, the neighborhood is expected to be developed with commercial uses consistent with the downtown plan. This area is expected to be developed with commercial uses consistent with the downtown plan. The location of the access point meets the spirit and intent of the code and Comprehensive Plan. 8. The use is allowed in the C-1 zoning district. 9. The property is not located within a floodplain area. 10. The property is served by City sewer and water. 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 to allow the proposed drive-through business main access onto Flay Avenue North, a local street, where access to a state highway, county road, or city commercial collector street is required by City ordinance. ADOPTED by the City Council this 3rd day of October, 2022. _______________________________ Tom Weidt, Mayor ATTEST: __________________________________ Michele Lindau, City Clerk RESOLUTION 2022-XX APPROVING A VARIANCE FROM THE DRIVE-THROUGH BUSINESS VEHICLE STACKING REQUIREMENT FOR PROPERTY LOCATED AT 5616 147th STREET NORTH WHEREAS, Premier Bank has requested approval of a variance to allow the proposed drive-through business with 115 feet and 4 inches of vehicle stacking, where 180 feet is required by City ordinance, on property legally described as follows: See Attached WHEREAS, the Planning Commission has reviewed said variance at a duly called public hearing on September 22, 2022, and recommends approval with the following findings and conditions: 1. The proposed facilities shall be in adherence to the site plan dated September 9, 2022 2. The proposed variance is permissible by law. 3. The plans for the drive-through service lane provide for 115 feet and 4 inches of vehicle stacking, which is less than the 180’ required by ordinance. The applicant provides a low estimate of vehicle trips per day. There is a bypass lane for the drive-through allowing for additional vehicle circulation. The drive-through business with a reduced area of vehicle stacking is a reasonable use. 4. The property is constrained by major arterial streets on the south and east side, as well as an existing single-family home to the north, leaving few options for access and building orientation to meet other areas of the City Code. The plans for the drive-through service lane provide for 115 feet and 4 inches of vehicle stacking, which is less than the 180’ required by ordinance. If the vehicle stacking goes beyond the 115 feet and 4 inches it will be within the parking lot on the site and will not go into a public street. In order to meet the 180’ of vehicle stacking required by ordinance, the applicant would need to reorient the building so the drive-through is to the north adjacent to the existing single-family home to the north. 5. Allowing for a reduction of vehicle stacking would not alter the essential character of the neighborhood more significantly than if the drive-through lane was constructed with 180’ of stacking per ordinance. 6. There are practical difficulties in meeting the ordinance standards. 7. It is the spirit and intent of the ordinance to ensure that vehicles queuing for a drive-through business are given ample space. If the stacking goes beyond the 115 feet and 4 inches it will not go into a public street and there is a bypass lane for vehicle circulation. The variance meets the spirit and intent of the ordinance. 8. The use is allowed in the C-1 zoning district. 9. The property is not located within a floodplain area. Resolution 2022-XX Page 2 10. The property is served by City sewer and water. 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 Premier Bank to allow the proposed drive-through lane with 115 feet and 4 inches of vehicle stacking, where 180 feet is required by City ordinance, on property located at 5616 147th Street North. ADOPTED by the City Council this 3rd day of October, 2022. _______________________________ Tom Weidt, Mayor ATTEST: __________________________________ Michele Lindau, City Clerk C:\Users\max.gort\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\PAHWCAKU\021172-000 LTR RJuba - Premier Bank - Site Plan 091522.docx 178 E 9TH STREET | SUITE 200 | SAINT PAUL, MN | 55101 | 651.286.8450 | WSBENG.COM September 15, 2022 Ms. Rachel Juba Community Development Director City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Site Plan Review Premier Bank WSB Project No. 021172-000 Dear Ms. Juba: We have reviewed the site plan submittal for the Premier Bank site located north of 147th Street and between Flay Avenue to the west and Forest Boulevard/TH 61 to the east. In particular, we have reviewed the following plans related to this particular request: • Civil Plan Set (PREMIER BANK - HUGO MN.pdf) dated 9/9/22 by Kimley-Horn • Stormwater Report (Premier Bank Stormwater Report.pdf) dated 8/4/22 by Kimley-Horn • Geotechnical Report (Element Final Geotechnical Report - Bank Building Hugo MN.pdf) dated 8/3/22 by Element • Architectural Plans (Premier Bank Hugo Arch Drawings and Renderings_Reduced.pdf) dated 8/3/22 by 10K Architecture Based on the review of the above documents, we offer the following comments related to this application: Grading, Street, and Utility Plans 1. The site is proposed to have a single access coming from Flay Avenue. Access from 147th Street had been evaluated, however from a traffic engineering standpoint, access from Flay Avenue is much safer. 2. Water service to the site will be achieved with connecting a new 6” service to the existing 6” CIP watermain in Flay Avenue towards the northern end of the site. The watermain is located to the east of the road and should allow for connection without disrupting the road. The existing water service for the house will be removed and/or abandoned at the City’s direction. 3. Sanitary sewer service to the site is proposed by connecting to an existing sanitary sewer stub coming from a manhole in Flay Avenue. The existing sewer service for the house will be removed and/or abandoned at the City’s direction. 4. Two rows of parking (21 spaces: 19 general with 2 handicap) are provided along and across from the western side of the building along Flay Avenue. A drive through lane with cuing are available on the east and south sides of the building. 5. Detailed redline comments have been provided on the plans and sent to the applicants engineer so they can be addressed in future submittals. Ms. Rachel Juba September 15, 2022 Page 2 Stormwater Management 6. The site is proposing to meet water quality and rate control stormwater management requirements with an underground infiltration chamber adjacent to the proposed building prior to connecting into the existing storm sewer along 147th Street North. Additional information is needed to confirm water quality requirements are being met (see additional comments below). The site is not currently shown to be meeting the City’s 0.1 cfs/ac rate control restriction for the 100-year storm event. Modifications to the underground infiltration chamber may be required. 7. The site is located within an Emergency Response Area and a moderate vulnerability Drinking Water Supply Management Area which requires a higher level of engineering review be provided in order to allow for infiltration to confirm infiltration onsite won’t cause adverse impacts to groundwater or drinking water supplies. The applicant will be providing this information, however the type of use is not one that would generally create pollution concerns. 8. It is unclear if the storm sewer structure in the southeast corner of the site is on or within the Regional Rail Authority’s Right of Way (RRA ROW). If the structure is on or within the RRA ROW, a Regional Rail permit will be required. 9. The site is shown to be meeting all freeboard requirements. 10. Stormwater plan and model comments have been provided to applicant and will need to be addressed in future submittals for documentation and permitting purposes. Wetland 11. There are no wetland impacts associated with the proposed improvements. Thank you for the opportunity to provide comments on this project. Additional comments may be necessary following the review of the responses to these. If you have any questions, please do not hesitate to contact me at 651-286-8463. Sincerely, WSB Mark Erichson, PE City Engineer cc: Scott Anderson, Public Works Director (email only) Liz Finnegan, Senior Engineering Technician (email only) Metropolitan District 1500 County Road B-2 West Roseville, MN 55113 Page 1 of 3 September 28, 2022 Rachel Juba Community Development Director 14669 Fitzgerald Ave N Hugo, MN 55038 SUBJECT: Premier Bank MnDOT Review #S2 2-0 29 NW quadrant of US 61 and 147th St Control Section: 8206 Hugo , Washington County Dear Rachel Juba, Thank you for submitting the plans for Premier Bank . The Minnesota Department of Transportation (MnDOT) has reviewed the documents, received 9/9/22, and has the following comments: Traffic Avoid impacts to signal system conduit from proposed storm sewer construction to 147th St. Please contact Kaare Festvog, East Area Traffic Safety, at 651-234 -7814 or kaare.festvog@state.mn.us with any questions. Water Resources A MnDOT drainage permit is required before development occurs. The permit applicant shall demonstrate that the off-site runoff entering MnDOT drainage system(s) and/or right of way will not increase. The drainage permit application, including the information below, should be submitted online to: https://olpa.dot.state.mn.us/OLPA/. Please upload this letter with the drainage permit application. The following information must be submitted with the drainage permit application: 1. Grading plans, drainage plans, and hydraulic calculations demonstrating that proposed flows to MnDOT right of way remain the same as existing conditions or are reduced. 2. Ex isting and proposed drainage area maps with flow arrows and labeling that corresponds with the submitted calculations. 3. Hydro CAD model and PDF of output for the 2, 10, and 100-year Atlas 14 storm events. Once a drainage permit application is submitted, a thorough review will be completed and additional information may be requested. Please contact Jason Swenson, Water Resources Engineering, at 651- 234-7539 or jason.swenson@state.mn.us with any questions. Page 2 of 3 Pedestrian and Bicycle Due to the bank’s proximity to multiple trails, the developer should consider including bicycle parking on site. Please contact Jesse Thornsen, Pedestrian and Bicycle Planning, at jesse.thornsen@state.mn.us or 651- 234-7788 with any questions. Permits Any other work that affects MnDOT right of way will require an appropriate permit. All permits are available and should be submitted at: https://olpa.dot.state.mn.us/OLPA/. Please upload this letter when applying for any permits. For questions regarding permit submittal requirements, please contact Buck Craig of MnDOT’s Metro District Permits Section at 651 -775-0405 (cell) or buck.craig@state.mn.us . Review Submittal Options MnDOT’s goal is to complete reviews within 30 calendar days. Review materials received electronically can be processed more rapidly. Do not submit files via a cloud service or SharePoint link. In order of preference, review materials may be submitted as: 1. Email documents and plans in PDF format to metrodevreviews.dot@state.mn.us. Attachments may not exceed 20 megabytes per email. Documents can be zipped as well. If multiple emails are necessary, number each message. 2. For files over 20 megabytes, upload the PDF file(s) to MnDOT’s Web Transfer Client site: https://mft.dot.state.mn.us. Contact MnDOT Planning development review staff using the same email above for uploading instructions, and send an email listing the file name(s) after the document(s) has/have been uploaded. You are welcome to contact me at 651-234 -7792 , or david.kratz@state.mn.us with any questions. Sincerely, David Kratz Senior Planner Copy sent via email: Jason Swenson, Water Resources Buck Craig, Permits Mike Lynch, Right of Way Kaare Festvog, Traffic Alex Hogan, Traffic Kimberly Zlimen, Transit Adam Josephson, Area Manager Ryan Coddington, Area Engineer Lance Schowalter, Design Mike Samuelson, Ped/Bike Planning Jesse Thornsen, Ped/Bike Planning Tod Sherman, Planning Page 3 of 3 Cameron Muhic, Planning Jake Schutt, Planning Faith Xiong, Planning Bethany Brandt-Sargent, Metropolitan Council Jed Hanson, Metropolitan Council MAPLEWOOD ∙ OSSEO ∙ ROSEVILLE ∙ WHITE BEAR LAKE ∙ BLAINE ∙ HUGO ∙ WOODBURY ∙ ANDOVER Who we are. Where we’ve been. Where we’re destined. We travel together. Donald B. Regan Founder 2866 WHITE BEAR AVE N ∙ MAPLEWOOD, MINNESOTA 55109-1384 ∙ PHONE 651-777-7700∙ FAX 651-777-3761 ∙ www.premierbanks.com August 5, 2022 City of Hugo Attn: Rachel Juba, Community Development Director Bryan Bear, City Administrator 14669 Fitz Gerald Avenue North Hugo, MN 55038 Re: Proposed Premier Bank Hugo | 5616 147th St. N. Hugo, MN Premier Bank, as applicant, submits the following summary of information for your review of the requests for rezoning (to C-1), Conditional Use Permit (for drive-thru teller window) and variance (for reduction in overall length of stacking at drive thru teller window). • Application Forms o Site Plan o Zoning o C.U.P. o Variance • Fees / Escrows • Architectural Documents o Elevations o Typical Floor Plan o Signage Plan • Civil Engineering o Site Plan o Grading and Utility Plan o Stormwater Management o Landscape Plan • Tax Parcel – ID Info • Premier Bank Info Thank you to staff, planning commission and the City Council for the previous site plan sketch review and neighborhood meeting. Since the first discussions and meetings and since meeting with staff in January of this year, we have incorporated many practical recommendations from the City and community at large. MAPLEWOOD ∙ OSSEO ∙ ROSEVILLE ∙ WHITE BEAR LAKE ∙ BLAINE ∙ HUGO ∙ WOODBURY ∙ ANDOVER Who we are. Where we’ve been. Where we’re destined. We travel together. Donald B. Regan Founder 2866 WHITE BEAR AVE N ∙ MAPLEWOOD, MINNESOTA 55109-1384 ∙ PHONE 651-777-7700∙ FAX 651-777-3761 ∙ www.premierbanks.com THE APPLICANT: Premier Bank is a Minnesota chartered entity established in 1974 and has 20 facilities throughout the state. The proposed bank would replace our existing Hugo location at 14815 Forest Blvd N. The Premier Hugo location has consistently grown year over year, just as the community continues to develop. We now feel it is an appropriate time to make this significant investment in the City of Hugo. We sincerely intend to be here for the long term. We applaud the City of Hugo’s vision for the “Downtown Development Plan” and would intend to help initiate this plan by developing this city gateway site and incorporate key elements as identified in the Design Guideline Standards. THE SITE: The site at 5616 147th Street N is currently a residential use-zoned “Future Central Business” (“FCB”). • The FCB zoning is intended to guide future development / redevelopment to commercial uses consistent with the downtown district vision. • The Hwy 61 exposure makes this site a highly visible and definitive impression on travel throughout the City of Hugo. • Each of the other 3 corners at the intersection of Hwy 61 and 147th Street N are currently developed as commercial uses. • Landscaping is utilized throughout to enhance the site as well as screen the bank activities / operations from adjacent properties. THE BUILDING: • The quality of materials and intended architecture follow City of Hugo’s Downtown Development Guidelines. • The exterior materials are to be a combination of brick, stone, stucco, metal panel, and asphalt shingle roofing in a prairie style architecture to follow the intentions of the Downtown Development Guidelines. THE OPERATIONS: • Anticipated hours of operation are to be: o Lobby 8:00 am to 5:00 pm o Drive through Teller 8:00 am to 5:00 pm MAPLEWOOD ∙ OSSEO ∙ ROSEVILLE ∙ WHITE BEAR LAKE ∙ BLAINE ∙ HUGO ∙ WOODBURY ∙ ANDOVER Who we are. Where we’ve been. Where we’re destined. We travel together. Donald B. Regan Founder 2866 WHITE BEAR AVE N ∙ MAPLEWOOD, MINNESOTA 55109-1384 ∙ PHONE 651-777-7700∙ FAX 651-777-3761 ∙ www.premierbanks.com • Anticipated employee count o Current – Existing Hugo Location: <4 o Initial Operations – New Building: <4 o Maximum Future: 4-6 • Anticipated customer trips o Lobby - 28 / day o Drive Through Teller - 10 / day *The continued and expanding use of automatic payments / deposits and remote transactions will continue to minimize customer trips to the bank facility. • The proposed lease space is intended to be occupied by a compatible business such as an insurance agency, real estate or title company, etc. The space, when vacated, could be utilized by the bank for expanded operations in the future. We sincerely appreciate your support through the preliminary review process and hope you agree that our intentions for this site and our future operations in the City of Hugo are harmonious with the community for many years to come. Sincerely, Joseph B Houle Premier Banks Hugo Branch President Rachel – thank you for your meeting to discuss additional info / requests related to our Premier Bank Hugo project. The two variance requests require additional submittal and explanation regarding the six items under City Code 90-38, c. The two variance requests are as follows:  “Stacking” – Stacking of automobiles at drive thru location on east side of building.  “Flay Driveway” – consideration of a driveway accessing the site from Flay Avenue N. (1) Law – neither “stacking” variance nor “Flay Driveway” variance would be prohibited by law. Both items fall under restrictions as defined in the City of Hugo zoning code. (2) Practical difficulties: a. “Stacking” variance is requested to allow 1 less automobile to be staged in the drive thru access lane. Due to the required location of the drive through window, 115’-4” total stacking would be achieved instead of the 180’-0” required by city code. This request is made for two reasons – the actual drive thru banking use has dropped drastically from previous volumes due primarily to online banking. The stacking shown will easily accommodate the actual drive thru activity anticipated at this bank. Utilizing current bank trends we can anticipate that drive through traffic at the new bank will be approximately 10 cars/day. b. “Flay Driveway” – providing the driveway access to Flay Avenue N, particularly in the NW location of the site is the safest location – as suggested by all engineering consultants involved in this site. The potential location of an access to 147th Street N is a “dangerous consideration” as defined by the engineers. Westbound traffic traveling to the bank and driving through 147th N to points west would experience a bank drive access – and related bank traffic slowing to turn right into bank, immediately after turning west off of Hwy 61 and decelerating from higher speeds. Traffic southbound out of bank lot heading east on 147th Street N would experience this issue and also encounter minimal stacking at the stop while waiting to enter Hwy 61. Both of these variance considerations take into account best engineering practices and provide the safest traffic routes to the bank site, near the bank site and on the bank site. (3) We strongly feel the proposed design and variance requests for “stacking” and “Flay Driveway” reflect the City’s long term intentions for the site and incorporate the vision of the Downtown Development Guidelines established years ago. This gateway site will be the first of many redevelopment projects that create that Downtown vision. (4) The uses intended do not in any way allow prohibited uses. (5) The uses and design do not negatively impact of flood control measures. (6) The uses and design will be utilizing City sanitary sewer, Water and storm water utilities available and adjacent to the site – in compliance with City and State regulatory codes for a commercial enterprise of this scope. Thank you for your review and assistance with these requests! LANDSCAPE KEYNOTESLANDSCAPE LEGEND EXISTING DECIDUOUS TREE (TYP.) EXISTING CONIFEROUS TREE (TYP.) EXISTING SHRUB (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) EXISTING TREE TO REMAIN (TYP.) SOD (TYP.) ROCK MULCH (TYP.) A B C D E PROPOSED BUILDING +/-4,500 SF 3 - WHP 4 - DBH 3 - DBH 3 - BLD 2 - PFC 6 - PWW 3 - KFG 4 - KFG 5 - PWW 10 - SDO A A B B B B B C D D D D D 11 - RSS 19 - RSS 7 - RSS 10 - RSS 6 - PDS 3 - PWW 16 - RSS 3 - PWW 6 - PDS 10 - PWW 6 - KFG 5 - RTD 4 - KCT 5 - TGA 5 - RTD 5 - TGA 4 - RTD 9 - KFG 9 - KFG 1 - PFC 2 - SWO C 1 - WHPC B 15 - KFG CONIFEROUS TREES CODE BOTANICAL / COMMON NAME WHP PINUS STROBUS / WHITE PINE ORNAMENTAL TREES CODE BOTANICAL / COMMON NAME PFC MALUS X 'PRAIRIFIRE' / PRAIRIFIRE CRABAPPLE OVERSTORY TREES CODE BOTANICAL / COMMON NAME BLD TILIA AMERICANA 'BOULEVARD' / BOULEVARD AMERICAN LINDEN KCT GYMNOCLADUS DIOICA 'ESPRESSO' / KENTUCKY COFFEETREE SWO QUERCUS BICOLOR / SWAMP WHITE OAK CONIFEROUS SHRUBS CODE BOTANICAL / COMMON NAME TGA THUJA OCCIDENTALIS 'TECHNY GLOBE' / TECHNY GLOBE ARBORVITAE DECIDUOUS SHRUBS CODE BOTANICAL / COMMON NAME DBH DIERVILLA LONICERA / DWARF BUSH HONEYSUCKLE RTD CORNUS SERICEA 'BAILADELINE' TM / FIREDANCE RED TWIG DOGWOOD PERENNIALS CODE BOTANICAL / COMMON NAME KFG CALAMAGROSTIS X ACUTIFLORA 'STRICTA' / KARL FOERSTER FEATHER REED GRASS PDS SPOROBOLUS HETEROLEPIS / PRAIRIE DROPSEED PWW ECHINACEA X 'PAS702917' TM / POWWOW WILD BERRY CONEFLOWER RSS PEROVSKIA ATRIPLICIFOLIA / RUSSIAN SAGE SDO HEMEROCALLIS X 'STELLA DE ORO' / STELLA DE ORO DAYLILY PLANT SCHEDULE This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\APPRO\Hugo, MN - Premier Bank\3 Design\CAD\PlanSheets\L1-LANDSCAPE PLAN.DWG September 09, 2022 - 1:34pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1RESPONSE TO CITY COMMENTS09/09/22CGMPREPARED FORLANDSCAPE PLANL100PREMIER BANKAPPRODEVELOPMENT, INC.HUGOMNKnow what'sbelow. before you dig.Call PARKING LOT SCREENING REQUIRED:1 TREE / 30 FEET PERIMETER FRONTAGE 240 FEET = 8 TREES PARKING LOT SCREENING PROVIDED:8 TREES OVERSTORY TREES REQUIRED:1 TREE / 100 FEET OF SITE PERIMETER 675 FEET = 7 TREES OVERSTORY TREES PROVIDED:8 TREES CONIFEROUS TREES REQUIRED:1 TREE / 200 FEET OF SITE PERIMETER 675 FEET = 4 TREES CONIFEROUS TREES PROVIDED:4 TREES ORNAMENTAL TREES REQUIRED:1 TREE / 200 FEET OF SITE PERIMETER 675 FEET = 4 TREES ORNAMENTAL TREES PROVIDED:4 TREES SHRUBS REQUIRED:1 SHRUB / 30 FEET OF SITE PERIMETER 675 FEET = 23 SHRUBS SHRUBS PROVIDED:31 SHRUBS LANDSCAPE REQUIREMENTS DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.MITCHELL G. COOKAS09/09/202256522DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT160046002.109/09/2022AS SHOWNBJABJAMGCNORTH CONIFEROUS TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE WHP 4 PINUS STROBUS WHITE PINE B & B 8` HT. ORNAMENTAL TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE PFC 4 MALUS X 'PRAIRIFIRE'PRAIRIFIRE CRABAPPLE B & B 1.5" CAL MIN OVERSTORY TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE BLD 3 TILIA AMERICANA 'BOULEVARD'BOULEVARD AMERICAN LINDEN B & B 2.5" CAL MIN KCT 4 GYMNOCLADUS DIOICA 'ESPRESSO'KENTUCKY COFFEETREE B & B 2.5" CAL MIN SWO 1 QUERCUS BICOLOR SWAMP WHITE OAK B & B 2.5" CAL MIN CONIFEROUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING TGA 10 THUJA OCCIDENTALIS 'TECHNY GLOBE'TECHNY GLOBE ARBORVITAE #5 CONT. DECIDUOUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING DBH 7 DIERVILLA LONICERA DWARF BUSH HONEYSUCKLE #5 CONT.4` O.C. RTD 14 CORNUS SERICEA 'BAILADELINE' TM FIREDANCE RED TWIG DOGWOOD #5 CONT.4` O.C. PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME SPACING KFG 46 CALAMAGROSTIS X ACUTIFLORA 'STRICTA'KARL FOERSTER FEATHER REED GRASS 30" o.c. PDS 12 SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED 24" o.c. PWW 27 ECHINACEA X 'PAS702917' TM POWWOW WILD BERRY CONEFLOWER 24" o.c. RSS 63 PEROVSKIA ATRIPLICIFOLIA RUSSIAN SAGE 20" o.c. SDO 10 HEMEROCALLIS X 'STELLA DE ORO'STELLA DE ORO DAYLILY 18" o.c. PLANT SCHEDULE This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\APPRO\Hugo, MN - Premier Bank\3 Design\CAD\PlanSheets\L1-LANDSCAPE DETAILS.DWG September 09, 2022 - 1:34pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1RESPONSE TO CITY COMMENTS09/09/22CGMPREPARED FORLANDSCAPEDETAILSL101PREMIER BANKAPPRODEVELOPMENT, INC.HUGOMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.MITCHELL G. COOKAS09/09/202256522DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT160046002.109/09/2022AS SHOWNBJABJAMGCDOUBLE 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.L1011 SHRUB / PERENNIAL PLANTING DETAIL SCALE: N.T.S.L1012 MULCH 3/16" X 5" STEEL EDGER 12" STEEL EDGER SPIKE TURF/SOD SUBGRADE 12" STEEL EDGER SPIKE 3/16" X 5" STEEL EDGER4'MULCH TURF/SOD TOP OF EDGER TO BE FLUSH WITH SOD PLANSECTION STEEL EDGER DETAIL SCALE: N.T.S.L1013 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.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10.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. 11.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 12.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 13.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 14.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. 15.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. 16.BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT 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. 17.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, OR APPROVED EQUAL. ROCK MULCH TO BE RIVER ROCK, 1 1/2" DIAMETER, AT MINIMUM 3" DEPTH, OR 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). 18.EDGING TO BE COMMERCIAL GRADE COL-MET (OR EQUAL) STEEL EDGING; 3/16" THICK x 5" TALL, COLOR BLACK, OR SPADED EDGE, AS INDICATED. STEEL EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH TOP OF EDGER AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. 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). 19.ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. PARKING LOT ISLANDS TO BE SODDED WITH SHREDDED HARDWOOD MULCH AROUND ALL TREES AND SHRUBS. 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 AND PER MN/DOT SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. 20.PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT 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 SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. SYSTEM SHALL INCLUDE A RAIN SENSOR AND APPROPRIATE TECHNOLOGY. 21.CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 22.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 23.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 24.MAINTAIN TREES, SHRUBS, AND OTHER PLANTS UNTIL PROJECT COMPLETION, BUT IN NO CASE, LESS THAN FOLLOWING PERIOD; 1 YEAR AFTER PROJECT COMPLETION. MAINTAIN TREES, SHRUBS, 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 45 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. 25.SEE ELECTRICAL PLANS FOR SITE LIGHTING. 26.OWNER AND ARCHITECT TO CONFIRM SITE FURNISHINGS SUCH AS BENCHES, TABLES AND CHAIRS, AND TRASH/RECYCLING RECEPTACLES. LANDSCAPE NOTES PREPARED FORCOVER SHEETC000PREMIER BANKAPPRODEVELOPMENT, INC.HUGOMNDATE: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.BRIAN M. WURDEMAN09/09/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT160046002.109/09/2022AS SHOWNBMWCGMBMWNORTH 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 22x34 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. NOTES: LANDSCAPE ARCHITECT KIMLEYPHORN AND ASSOCIATES, INC. PREPARED BY: RYAN HYLLESTED 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 TELEPHONE (612) 568-0698 PROJECT TEAM: SURVEYOR ACRE LAND SURVEYING 9140 BALTIMORE STREET NE, SUITE 100 BLAINE, MN 55449 TELEPHONE (763) 238-6278 ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: BRIAN M. WURDEMAN 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 TELEPHONE (651) 645-4197 OWNER / DEVELOPER APPRO DEVELOPMENT, INC. 21476 GRENADA AVENUE, LAKEVILLE, MN 55044 TELEPHONE (952) 469-2171 PREMIER BANK SECTION 20, TOWNSHIP 31N, RANGE 21W FOR SITE DEVELOPMENT PLANS Know what'sbelow. before you dig.Call SITE BENCHMARKS: (LOCATIONS SHOWN ON SURVEY) SBM #1 MNDOT HARN POINT "PAUL MNDT RESET". ELEVATION=932.38 BENCHMARKS Sheet List Table Sheet Number Sheet Title C000 COVER SHEET C100 GENERAL NOTES C200 DEMO & EROSION CONTROL - PHASE 1 PLAN C300 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2 C301 EROSION AND SEDIMENT CONTROL DETAILS C400 SITE PLAN C401 SITE DETAILS C500 GRADING PLAN C502 GRADING DETAILS C600 UTILITY PLAN L100 LANDSCAPE PLAN L101 LANDSCAPE DETAILS This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\APPRO\Hugo, MN - Premier Bank\3 Design\CAD\PlanSheets\C0-COVER SHEET.dwg September 09, 2022 - 1:33pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1RESPONSE TO CITY COMMENTS09/09/22CGM This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\APPRO\Hugo, MN - Premier Bank\3 Design\CAD\PlanSheets\C1-GENERAL NOTES.dwg September 09, 2022 - 1:33pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1RESPONSE TO CITY COMMENTS09/09/22CGMPREPARED FORGENERAL NOTESC100PREMIER BANKAPPRODEVELOPMENT, INC.HUGOMNDATE: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.BRIAN M. WURDEMAN09/09/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT160046002.109/09/2022AS SHOWNBMWCGMBMWGENERAL CONSTRUCTION NOTES 1.THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE MN DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" (LATEST EDITION) AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK, AND, UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL. 3.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. 4.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. 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION. 6.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. 7.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. 8.ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER DIRECTLY FROM THE TESTING AGENCY. 9.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 OF MN PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE ENGAGED BY THE CONTRACTOR. 10.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. 11.ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE. 12.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. 13.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. EROSION CONTROL MAINTENANCE ALL MEASURES STATED 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" RAINFALL EVENT, AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. 1.ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED AND RESEEDED AS NEEDED. FOR MAINTENANCE REQUIREMENTS REFER TO THE STANDARD SPECIFICATIONS. 2.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. 3.THE 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 TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. 4.THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. 5.ALL MAINTENANCE OPERATIONS SHALL BE DONE IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION. TYPICAL OWNER/ENGINEER OBSERVATIONS 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 OF MN 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.SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ON A PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. 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. ALL FINES IMPOSED FOR DISCHARGING SEDIMENT ONTO PUBLIC AREAS 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 CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 7.CONTRACTOR SHALL DENOTE ON 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 (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. 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.ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THE PLAN SHALL BE INITIATED AS SOON AS IS PRACTICABLE. 13.ALL STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED SUCH THAT THEY WILL NOT ADVERSELY AFFECT STORM WATER QUALITY. OTHERWISE, COVERING OR ENCIRCLING THESE AREAS WITH SOME PROTECTIVE MEASURE WILL BE NECESSARY. 14.CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL DEVICE WHICH THEY DISTURB. EACH CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OR STORM WATER POLLUTION, SEDIMENTATION, OR OTHER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT LIMITED TO) EXCESS CONCRETE DUMPING OR CONCRETE RESIDUE, PAINTS, SOLVENTS, GREASES, FUEL AND LUBRICANT OIL, PESTICIDES, AND ANY SOLID WASTE MATERIALS. 15.EROSION CONTROL DEVICES SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE START OF LAND-DISTURBING ACTIVITIES ON THE PROJECT. 16.ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THIS PROJECT. CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE CITY OF HUGO ENGINEERING DIVISION. 17.IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL PLAN WILL HAVE TO BE REVISED AND/OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON SITE. ANY REVISIONS TO THE EROSION CONTROL PLAN MADE BY THE CONTRACTOR MUST BE APPROVED BY THE ENGINEER. 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 MNDOT 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 MNDOT 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 MNDOT SPECIFICATION. 17.ALL CONCRETE/ASPHALT SHALL BE INSTALLED PER GEOTECH REPORT, CITY OF HUGO AND MNDOT SPECIFICATIONS. 18.SPOT ELEVATIONS ARE TO 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 FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 25.ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 26.CONTRACTOR SHALL ENSURE MINIMUM GRADES ARE MET WITHIN PAVED AREAS, 1.2% FOR ASPHALT PAVING AND 0.6% FOR CONCRETE PAVING. 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 LINES SHALL BE SURVEYED BY A STATE OF MN PROFESSIONAL LAND SURVEYOR PRIOR TO BACK FILLING. 9.CONTRACTOR SHALL PERFORM, AT HIS 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.CONTRACTOR SHALL PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 10' AND A VERTICAL CLEARANCE OF 18" BETWEEN WATER AND SANITARY SEWER MANHOLES AND LINES. 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.ALL ROOF AND SANITARY SEWER DRAINS SHALL BE INSULATED IF 7' OF COVER 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 OF 5' SEPARATION IS REQUIRED BETWEEN 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, AND 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 MECHANICAL EQUIPMENT DIMENSIONS AND PAD PREPARATION SPECIFICATIONS. 28.CONTRACTOR SHALL REFERENCE M.E.P PLANS (BY OTHERS) FOR LIGHT POLE WIRING. THIRD PARTY TEST REPORTS REQUIRED TEST REPORTS REQUIRED FOR CLOSE OUT INCLUDE, BUT ARE NOT LIMITED TO: ·DENSITY TEST REPORTS ·BACTERIOLOGICAL TESTS OF WATER SYSTEM ·PRESSURE TEST OF WATER/SEWER ·LEAK TESTS ON SEWER SYSTEM AND GREASE TRAPS ·ANY OTHER TESTING REQUIRED BY THE AGENCY/MUNICIPALITY BUILDING DEMOLITION BUILDING DEMOLITION ASPHALT REMOVAL CONCRETE REMOVAL EXISTING TREE TO BE REMOVED EXISTING TREE TO BE REMOVED EXISTING TREE TO BE REMOVED EXISTING TREE TO BE REMOVED EXISTING TREE TO BE REMOVED EXISTING TREE TO REMAIN, PROTECT IN PLACE EXISTING TREE TO REMAIN, PROTECT IN PLACE EXISTING TREE TO REMAIN, PROTECT IN PLACE OVERHEAD ELECTRICAL LINE TO BE REMOVED GAS LINE TO BE REMOVED OVERHEAD ELECTRICAL LINE TO BE REMOVED LIMIT OF GRADING LIMITS OF GRADING SILT FENCE SILT FENCE SILT FENCE SILT FENCE SILT FENCE BIOROLL BIOROLL BIOROLL ASPHALT REMOVAL CONSTRUCTION ENTERANCE BIOROLL 935935932933 933 933933 93393393393393 4 934934934 9349349 3 4 934 93493493493493493 4 934935 934936935GAS EQUIPMENT TO BE REMOVED WOOD FENCE TO BE REMOVED REMOVE CURB TO NEAREST JOINT OR SAW CUT REMOVE CURB TO NEAREST JOINT OR SAW CUT BIOROLL CONCRETE REMOVAL INLET PROTECTION This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\APPRO\Hugo, MN - Premier Bank\3 Design\CAD\PlanSheets\C2-DEMO PLAN.dwg September 09, 2022 - 1:33pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1RESPONSE TO CITY COMMENTS09/09/22CGMPREPARED FORDEMO & EROSIONCONTROL - PHASE1 PLANC200PREMIER BANKAPPRODEVELOPMENT, INC.HUGOMNDATE: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.BRIAN M. WURDEMAN09/09/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT160046002.109/09/2022AS SHOWNBMWCGMBMWNORTH LEGEND Know what'sbelow. before you dig.Call LIMITS OF CONSTRUCTION REMOVE BITUMINOUS SURFACE REMOVE CONCRETE SURFACE REMOVE BUILDING REMOVE TREE REMOVE CONCRETE CURB & GUTTER REMOVE UTILITY LINES PROPERTY LINE EXISTING OVERHEAD POWER LINE EXISTING CHAINLINK FENCE EXISTING J-BARRIER EXISTING RETAINING WALL 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 AUTOMATIC SPRINKLER EXISTING ROOF DRAIN EXISTING GATE VALVE EXISTING HYDRANT EXISTING METAL COVER EXISTING ELECTRICAL METER EXISTING AIR CONDITIONER EXISTING TELEPHONE MANHOLE EXISTING CABLE BOX EXISTING GUY WIRE EXISTING POWER POLE EXISTING LIGHT POLE EXISTING TREE CLEARING & GRUBBING FILL & ABANDON UTILITY LINES EXISTING TREE LINE EXISTING CURB & GUTTER LEGEND FULL DEPTH SAWCUT 1.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT 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 DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND RECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE. 3.THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ADJACENT PROPERTIES AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER AND COORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY. 4.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 5.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR LOCATIONS OF EXISTING UTILITIES WITHIN ALL AREAS OF PROPOSED WORK. 6.ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS ANY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PRECEDING WITH THE WORK. 7.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING 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 CONSTRUCTION MANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH HUGO, WASHINGTON COUNTY AND MN/DOT. 9.CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES DURING CONSTRUCTION, AND SHALL NOTIFY ALL PROPERTIES IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURING CONSTRUCTION. 10.PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. 11.CONTRACTOR MAY LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 12.THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPT. AND THE CITY WATER DEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE SITE THROUGHOUT THIS SPECIFIC WORK AND THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED WATER MAIN SHUT OFFS WITH THE CITY OF HUGO DURING CONSTRUCTION. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE PROVIDED. 13.REFER TO SURVEY FOR ALL EXISTING INVERT AND RIM ELEVATIONS. 14.ALL UTILITIES SHOWN ARE EXISTING UTILITIES. 15.IN THE EVENT A WELL IS FOUND, THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNER IMMEDIATELY. ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH ALL STATE OF MN REQUIREMENTS. 16.IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY. ALL CONTAINERS SHALL BE DISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS. 17.CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING DRAINTILE IS ENCOUNTERED ON SITE. NO ACTIVE DRAINTILE SHALL BE REMOVED WITHOUT APPROVAL FROM THE ENGINEER. DEMOLITION PLAN NOTES EROSION CONTROL PLAN NOTES 1.ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2.THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3.THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 4.WITHIN TWO WEEKS (14 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 5.ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS. 6.THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 7.ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 8.REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 9.THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS. 10.IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. 11.COMPLETE AREA WITHIN LIMITS OF CONSTRUCTION TO BE CLEARED AND GRUBBED UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1.INSTALL INLET PROTECTION AT EXISTING STORMWATER CULVERTS. 2.CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE (1), CONCRETE WASHOUT PIT (1) AND INSTALL SILT FENCE. 3.PREPARE TEMPORARY PARKING AND STORAGE AREA. 4.CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT TRAPS. 5.PERFORM CLEARING AND GRUBBING OF THE SITE. PERFORM MASS GRADING. ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS. 6.START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES. 7.TEMPORARILY SEED WITH PURE LIVE SEED, THROUGHOUT CONSTRUCTION, DISTURBED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE OR AS REQUIRED BY NPDES AND/OR CITY OF HUGO GRADING PERMIT. SEQUENCE OF CONSTRUCTION: ROCK ENTRANCE INLET PROTECTION SILT FENCE SAFETY FENCE BIOROLL PROPOSED BUILDING +/-4,500 SF932 933 933933934934 93293293393 4 934934 93493393493493 4 9339339349 3 4935935933 93493493593593593 5933934 934935935 9349344.31% 3.7 0 % 2. 0 2 % 2.76 % INLET PROTECTION INLET PROTECTION INLET PROTECTION INLET PROTECTION INLET PROTECTION INLET PROTECTION LIMITS OF GRADING LIMITS OF GRADING SILT FENCE SILT FENCE SILT FENCE SILT FENCE SILT FENCE BIOROLL BIOROLL BIOROLL BIOROLL CONSTRUCTION ENTERANCE This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\APPRO\Hugo, MN - Premier Bank\3 Design\CAD\PlanSheets\C3-EROS PH2 PLAN.dwg September 09, 2022 - 1:33pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1RESPONSE TO CITY COMMENTS09/09/22CGMPREPARED FOREROSION ANDSEDIMENTCONTROL PLAN -PHASE 2C300PREMIER BANKAPPRODEVELOPMENT, INC.HUGOMNDATE: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.BRIAN M. WURDEMAN09/09/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT160046002.109/09/2022AS SHOWNBMWCGMBMWNORTH Know what'sbelow. before you dig.Call UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1.TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE. 2.INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, UNDERGROUND SYSTEM, CURBS AND GUTTERS. 3.INSTALL APPROPRIATE INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED. 4.PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 5.PREPARE SITE FOR PAVING. 6.PAVE SITE AND INSTALL STRIPING. 7.INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES. 8.COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS. 9.OBTAIN CONCURRENCE WITH THE CIVIL ENGINEERING CONSULTANT THAT THE SITE HAS BEEN FULLY STABILIZED THEN: 1.REMOVE ALL REMAINING TEMPORARY EROSION ADN SEDIMENT CONTROL DEVICES 2.STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF BMPS. SEQUENCE OF CONSTRUCTION: ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE SAFETY FENCE BIOROLL LEGEND EROSION CONTROL BLANKET EROSION CONTROL PLAN NOTES 1.ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2.THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3.THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 4.WITHIN TWO WEEKS (14 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 5.ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS. 6.THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 7.ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 8.REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 9.THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS. 10.IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. 11.COMPLETE AREA WITHIN LIMITS OF CONSTRUCTION TO BE CLEARED AND GRUBBED This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\APPRO\Hugo, MN - Premier Bank\3 Design\CAD\PlanSheets\C3-EROS DETAILS.dwg September 09, 2022 - 1:33pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1RESPONSE TO CITY COMMENTS09/09/22CGMPREPARED FOREROSION ANDSEDIMENTCONTROL DETAILSC301PREMIER BANKAPPRODEVELOPMENT, INC.HUGOMNDATE: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.BRIAN M. WURDEMAN09/09/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT160046002.109/09/2022AS SHOWNBMWCGMBMW30" 24" FIBER BIOLOG (IMPERVIOUS SURFACES) 10'6"-8"1.0'2.0'2.0'2.0'2.0'1.0'6"-8"STAGGER JOINTS 2.0'2.0'4.0'4.0' 5 POUND SAND BAG DIRECT ION OFRUNOFF FLOW 2" X 2" X 2' WOOD STAKES DIRECTION O F RUNOFF FL O W DIRECTION O F RUNOFF FL O W FIBER BIOLOG (PERVIOUS SURFACES) NOTES: 1.STRAW WATTLE SHALL BE COMPACTED STRAW AND/OR ORGANIC FIBER MATERIAL. 2.STRAW OR FIBER SHALL BE WRAPPED IN UV STABILIZED DEGRADABLE TUBULAR POLYPROPYLENE PLASTIC NETTING. R PROPOSED BUILDING +/-4,500 SF 10' PARKING SETBACK 10' PARKING AND BUILDING SETBACK 10' PARKING AND BUILDING SETBACK 10' PARKING AND BUILDING SETBACK LIMITS OF GRADING LIMITS OF GRADING D D D A A A A A B B B B B B B C C C C C C C C E E E F F G H H I I I I D I I T J J K R L N N O P P P P Q S 18.00'24.00'18.00'6.06' 5.00'12.00'22.50'22.50'24.00'R15.0' R32.5' R3.0' R15.0' R10.0' R10.0' R3.0' R10.0' R3.0' R3.0' R3.0' R30.0'9.00'7.00'MATCH EXISTING B612 CURB MATCH EXISTING B612 CURB U V W I X I Y PREPARED FORSITE PLANC400PREMIER BANKAPPRODEVELOPMENT, INC.HUGOMNDATE: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.BRIAN M. WURDEMAN09/09/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT160046002.109/09/2022AS SHOWNBMWCGMBMWThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\APPRO\Hugo, MN - Premier Bank\3 Design\CAD\PlanSheets\C4-SITE PLAN.dwg September 09, 2022 - 1:33pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1RESPONSE TO CITY COMMENTS09/09/22CGMKnow what'sbelow. before you dig.Call R NORTH PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE LIMITS OF GRADING PROPOSED STANDARD DUTY ASPHALT PROPOSED CONCRETE PAVEMENT PROPOSED LANDSCAPE AREA PROPOSED CONCRETE SIDEWALK LEGEND DRAINAGE AND UTILITY EASEMENT PROPERTY SUMMARY PREMIER BANK TOTAL PROPERTY AREA 27,825 SF (0.64 AC) PROPOSED IMPERVIOUS AREA 20,240 SF (0.47 AC) PROPOSED PERVIOUS AREA 7,585 SF (0.17 AC) TOTAL DISTURBED AREA 22,795 SF (0.52 AC) ZONING SUMMARY EXISTING ZONING C-1: CENTRAL BUSINESS PARKING SETBACKS SIDE/REAR = 5' RIGHT OF WAY = 10' BUILDING SETBACKS FRONT = 10' SIDE = 0' REAR = 30' BUILDING DATA SUMMARY AREAS TOTAL BUILDING AREA +/- 4,500 SF PERCENT OF TOTAL PROPERTY AREA 16.86% PARKING REQUIRED PARKING 19 SPACES @ 1/250 SF PROPOSED PARKING 21 SPACES @ 4.67 RATIO ADA STALLS REQUIRED / PROVIDED 1 STALLS / 2 STALLS KEYNOTE LEGEND B612 CURB & GUTTER, SEE DETAILS (TYP.) TRANSITION CURB, SEE DETAILS FLAT CURB, SEE DETAILS CONCRETE SIDEWALK, TYP. (SEE DETAILS) MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER ACCESSIBLE PAVEMENT MARKINGS, SEE DETAIL AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. ACCESSIBLE PARKING SIGN MOUNTED IN BOLLARD, TYP. (SEE DETAILS LANDSCAPE AREA - SEE LANDSCAPE PLANS 4'' WIDE PANTED SOLID LINE, TYP. 24'' WIDE STOP BAR, TYP. (SEE DETAILS) TRASH ENCLOSURE CONTAINER (SEE ARCHITECTURAL PLANS FOR DETAILS TRANSFORMER PAD WITH BOLLARDS (FOR REFERENCE) ACCESSIBLE CURB RAMP (SEE DETAILS) HEADACHE BAR (SEE ARCHITECTURAL PLANS FOR DETAILS) TRAFFIC FLOW PAVEMENT MARKINGS, TYP. (SEE DETAILS) DRIVE THRU EQUIPMENT (SEE ARCHITECTURAL PLANS FOR DETAILS) 'DO NOT ENTER' BAR AND SIGN ACCESSIBLE CROSSWALK STOP SIGN MONUMENT SIGN BIKE RACK TRANSFORMER PAD CONCRETE PAD AND BENCH (APPROVED BY OWNER) GROUND MOUNTED CONDENSER A B C D E F G H I J K L M N O P Q R S T U V W X Y This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\APPRO\Hugo, MN - Premier Bank\3 Design\CAD\PlanSheets\C4-SITE DETAILS.dwg September 09, 2022 - 1:33pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1RESPONSE TO CITY COMMENTS09/09/22CGMPREPARED FORSITE DETAILSC401PREMIER BANKAPPRODEVELOPMENT, INC.HUGOMNDATE: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.BRIAN M. WURDEMAN09/09/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT160046002.109/09/2022AS SHOWNBMWCGMBMWONSITE MODIFIED FLUSH 0" CURB DETAIL REFER TO PAVING DETAILS CONCRETE 6'' TYP II AGGREGATE BASED COMPACTED TO 95% RELATIVE DENSITY CONCRETE MIN 28 DAY STRENGTH SHALL BE 3000 PSI CONCRETE SURFACE SIDEWALK AND SIDEWALK RAMPS N.T.S. STOP BAR & ARROW DETAILS NOT TO SCALE 36" 36" 36" 24" 24" PAINTED 24" WHITE LINE PAINTED WHITE LETTERING PAINTED WHITE SYMBOL STEEL PIPE BOLLARD DETAIL ACCESSIBLE PARKING SYMBOL N.T.S. PROPOSED BUILDING +/-4,500 SF ME:931.94 HP:933.00 934.26 HP:934.85 HP:934.82 ME:934.26 ME:934.23 G:934.25 LP:933.84 G:934.58 G:934.74 G:934.91 G:934.91 LP:934.11 G:934.68 G:934.93 G:934.93LP:932.83 G:934.18 G:933.37 G:933.85 G:934.08 G:934.15 LP:933.04 HP:933.00 ME:931.82 DD D ST-5 RE:934.89 IE:928.94 NW ST-10 RE:934.19 IE:928.94 E ST-9 RE:934.05 IE:928.94 SE ST-1 RE:934.11 IE:930.00 W IE:930.00 S ST-6 RE:933.84 IE:929.08 N IE:929.08 W ST-11 RE:932.83 IE:929.99 S ST-8 RE:932.81 IE:929.81 N IE:929.81 S ST-4 RE:933.04 IE:929.37 N IE:929.37 SE 9 LF - 12" HDPE @ 1.50% 58 L F - 1 2 " H D P E @ 0 . 7 4 %92 LF - 12" HDPE @ 1.00%2 6 L F - 1 2 " H D P E @ 0 . 9 0% 60 LF - 12" HDPE @ 0.74% 24 LF - 12" HDPE @ 0.74% HP:935.10 HP:935.11 G:934.72 G:935.25 G:935.25 G:934.92 G:935.05 G:934.62 G:935.08 G:934.60 G:934.83 G:935.11 G:935.11 G:935.11G:935.11 G:934.20 G:933.76 G:934.05 G:934.65 G:935.15 G:935.15G:934.88 G:934.88 G:934.65 G:934.27 G:934.36 G:934.49 G:935.17 G:934.67 G:934.69 FFE = 935.2 G:934.90 G:934.85 G:934.98 G:934.94 3.0 % 5.1 % 2.2% 4.3% ??? 2.5 % 2. 0 % 1. 7 % 2 . 5%4.0%2.4%2.7% 2.2%1.7%5.4% 2.8%3.1%1.6%3.0% 4.2%933934 934 9 3 4 935934934935 934935 935 9 3 4 934933933934934935935 HP:935.13 HP:935.07 HP:935.01 HP:935.21 HP:935.03 24 LF - 6" HDPE @ 0.82% PROPOSED UNDERGROUND INFILTRATION CHAMBER SYSTEM. PRINSCO HS75 CHAMBERS OR APPROVED EQUAL. 5 ROWS OF 10 CHAMBERS CHAMBER INVERT: 928.94 100-YR HWL: 931.20 WQV: 1,877 CF TOTAL VOLUME: 4,583.5 CF 934.00 934.00 934.00 934.00 G:933.18 G:933.22 G:933.12 LP:933.00 1.5% 1.5%0.0%This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\APPRO\Hugo, MN - Premier Bank\3 Design\CAD\PlanSheets\C5-GRADING PLAN.dwg September 09, 2022 - 1:34pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1RESPONSE TO CITY COMMENTS09/09/22CGMPREPARED FORGRADING PLANC500PREMIER BANKAPPRODEVELOPMENT, INC.HUGOMNDATE: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.BRIAN M. WURDEMAN09/09/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT160046002.109/09/2022AS SHOWNBMWCGMBMWNORTH GRADING PLAN NOTES 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF HUGO, SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2.CONTRACTOR TO CALL GOPHER STATE CALL ONE @ 1-800-252-1166 AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. 3.STORM SEWER PIPE SHALL BE AS FOLLOWS: RCP PER ASTM C-76 HDPE: 0" - 10" PER AASHTO M-252 HDPE: 12" OR GREATER PER ASTM F-2306 PVC SCH. 40 PER ASTM D-1785 STORM SEWER FITTINGS SHALL BE AS FOLLOWS: RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE PER ASTM 3212 PVC PER ASTM D-3034, JOINTS PER ASTM D-3212 4.CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 5.SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 7.CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. 8.GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE. 9.ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 10.REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION. 11.CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE. 12.INSTALL A MINIMUM OF 4" CLASS 5 AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE SIDEWALKS. 13.UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF 4" OF TOPSOIL. 14.ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE NOTED. 15.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. 16.MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS. 17.CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN LANDSCAPE AREAS. 18.ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION 930.20' OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION. 19.ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS. 20.ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 21.MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 22.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW ELEVATION T/G:0.0 EOF:0.0 0.0%PROPOSED DRAINAGE DIRECTION 0.00%PROPOSED ADA SLOPE ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D PROPOSED RIDGE LINE PROPOSED SWALE PROPOSED TOP/BOTTOM OF WALL ELEVATION TW:0.0 BW:0.0 Know what'sbelow. before you dig.Call R This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\APPRO\Hugo, MN - Premier Bank\3 Design\CAD\PlanSheets\C5-GRADING DETAILS.dwg September 09, 2022 - 1:34pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1RESPONSE TO CITY COMMENTS09/09/22CGMPREPARED FORGRADING DETAILSC502PREMIER BANKAPPRODEVELOPMENT, INC.HUGOMNDATE: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.BRIAN M. WURDEMAN09/09/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT160046002.109/09/2022AS SHOWNBMWCGMBMWNON-WOVEN GEOTEXTILE SUITABLE SUBGRADE - PER GEOTECHNICAL REPORT PAVEMENT FOUNDATION STONE PRINSCO HS75 CHAMBER OR APPROVED EQUAL EMBEDMENT BACKFILL SUBGRADE SECTION - VARIABLE PAVEMENT BASE - PER GEOTECHNICAL REPORT CHAMBER INVERT (SEE PLAN FOR ELEVATION) 12" OUTLET 48" PRECAST MANHOLE SECTION INTEGRAL BASE WEIR ELEVATION: 930.25' WEIR WALL OPENIN G F R O M OPENING FROM UNDERGROUND SYSTEM RIM ELEVATION: 934.05' PRECAST MANHOLE SECTION IE: 928.94 INTEGRAL BASE WEIR WALL OPENIN G F R O M OUTLET CONTROL STRUCTURE (OCS) ST-101 UNDERG R O U N D SYSTEM 12" PIPE O U T PROPOSED BUILDING +/-4,500 SFCOSS-5 RE:931.97 IE:920.64 E IE:920.64 N IE:920.64 S SS-4 RE:932.89 IE:925.89 E IE:920.90 W 54 L F - 6 " P V C @ 2 . 5 0 % SS-3 RE:934.42 IE:927.25 E IE:927.25 W 10 LF - 6" PVC @ 2.50% SS-2 RE:934.60 IE:927.50 E IE:927.50 W 10 LF - 6" PVC @ 2.50% CONNECT TO EXISTING SANITARY STUB CONNECT TO BUILDING SEE MEP PLANS BY OTHERS CONNECT TO EXISTING WATERMAIN 6" GV 6" 90° BEND 6" 90° BEND CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF SANITARY STUB. OUTSIDE DROP MH 13 LF - 6" PVC @ 1.00% TRANSFORMER PAD This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\APPRO\Hugo, MN - Premier Bank\3 Design\CAD\PlanSheets\C6-UTILITY PLAN.dwg September 09, 2022 - 1:34pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTION1RESPONSE TO CITY COMMENTS09/09/22CGMPREPARED FORUTILITY PLANC600PREMIER BANKAPPRODEVELOPMENT, INC.HUGOMNDATE: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.BRIAN M. WURDEMAN09/09/202253113DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT160046002.109/09/2022AS SHOWNBMWCGMBMWUTILITY PLAN NOTES 1.ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 2.SANITARY SEWER PIPE SHALL BE AS FOLLOWS: 8" PVC SDR35 PER ASTM D-3034, FOR PIPES LESS THAN 12' DEEP 8" PVC SDR26 PER ASTM D-3034, FOR PIPES MORE THAN 12' DEEP 6" PVC SCHEDULE 40 PER ASTM D-1785 DUCTILE IRON PIPE PER AWWA C150 3.WATER LINES SHALL BE AS FOLLOWS: 6" AND LARGER, PVC C-900 PER ASTM D 2241 CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 150 4" AND LARGER DUCTILE IRON PIPE PER AWWA C150 SMALLER THAN 3" PIPING SHALL BE COPPER TUBE TYPE "K" PER ANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241. 4.MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 5.ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 6.ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). 7.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-5" COVER ON ALL WATERLINES. 8.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES, OR ANY OBSTRUCTION (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE SCH. 40 OR C900 WITH MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18" VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 9.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 10.TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS, IN GREEN AREAS, WITH WATERTIGHT LIDS. 11.ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 12.EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 13.REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 14.CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITY OF HUGO AND/OR STATE OF MN WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 15.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 16.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. 17.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 19.BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THE INTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS. 20.ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED AND MAINTAINED. 21.ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION BLOCKING. NORTH SANITARY SEWER MANHOLE SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER UNDERGROUND ELECTRIC TELEPHONE GAS MAIN STORM SEWER LEGEND CO SANITARY CLEANOUTCO EXISTING PROPOSED Know what'sbelow. before you dig.Call Asphalt Shingle RoofStuccoPrefinished Metal Fascia, Dark BronzePrecast Band StoneStone+/- 23' - 2"Wood-look composite planks (Trex or Sim.) +/- 12' - 0" +/- 14' - 6" Brick Masonry +/- 8' - 0" T.O. TRASH ENCLOSURE +/- 21' - 3 3/8" Stone +/- 19' - 3 7/8" Dark Bronze Anodized Aluminum Storefront +/- 12' - 0" Asphalt Shingle Roof Stucco Precast Band Precast Concrete Base Prefinished Metal Fascia, Dark BronzeBrick Masonry+/- 23' - 2" +/- 8' - 0" +/- 12' - 0" +/- 14' - 6" +/- 21' - 3 3/8" +/- 12' - 0" +/- 19' - 3 7/8" Stone Dark Bronze Anodized Aluminum Metal Panel Textured Sign Panel Prefinished Metal Fascia, Dark Bronze Brick MasonryPrecast Concrete Cap NOTE: SEE 4/A1 FOR DIMENSIONS 10' - 0"1' - 0"5' - 5"6"3' - 1"1' - 9"2' - 8"6"9' - 0"6" 10' - 8"+/- 40 SQFT. SIGNAGE +/- 24 SQFT BANK +/- 15.75 SQFT TENANT Prefinished Metal Fascia, Dark Bronze Textured Sign PanelBrick Masonry PUSH-THRU ACRYLIC LETTERING, TYP. A1 4 A1 5 A1 6 A1 6 REV.10' - 8"2' - 0" A2 2 A1 3 A2 1 A1 2 +/- 52' - 0"+/- 84' - 0"+/- 17' - 6 1/2"+/- 64' - 3 1/8"+/- 20' - 0" +/- 15' - 9 1/2"+/- 29' - 11 3/8"+/- 9' - 6"982 SF TENANT SPACE 3,444 SF BANK 5616 147TH STREET NORTH, HUGO Date Issued: 00/00/00 PREMIER BANK 3/16" = 1'-0"A1 3 Presentation Elevation - North 3/16" = 1'-0"A1 2 Presentation Elevation - South 3/16" = 1'-0"A1 5 Monument Sign Back Elevation 3/16" = 1'-0"A1 4 Monument Sign Front Elevation 3/16" = 1'-0"A1 6 Monument Sign Right Side Elevation 1/8" = 1'-0"A1 7 FP_M SIGN_PR 1/8" = 1'-0"A1 1 Presentation Floor Plan Date Issued: 09/09/22 ATM & NIGHT DROP Stucco Composite Metal Panel Precast Band Asphalt Shingle Roof Brick MasonryBrick Masonry Precast Concrete Base +/- 8' - 0" Dark Bronze Drive- through Window. Typ. Dark Bronze Anodized Aluminum Storefront +/- 23' - 2" +/- 10' - 0" +/- 18' - 2 1/8" Tenant signage +/- 59sqft. Less than 10% of Total Facade @ 646sqft. Back lit lettering over metal panel. Brick Masonry Stucco Stone Asphalt Shingle Roof Precast Band Brick Masonry Stone Dark Bronze Anodized Aluminum Storefront Prefinished Metal Fascia, Dark BronzeTenant signage +/- 24sqft. Less than 10% of Total Facade @ 247sqft. Back lit lettering over stucco. Tenant signage +/- 34sqft. Less than 10% of Total Facade @ 716sqft. Back lit lettering over metal panel +/- 8' - 0" +/- 17' - 1 3/8" +/- 23' - 2" +/- 10' - 0" +/- 18' - 2 1/8" +/- 21' - 3 3/8" 5616 147TH STREET NORTH, HUGO Date Issued: 00/00/00 PREMIER BANK 3/16" = 1'-0"A2 1 Presentation Elevation - East 3/16" = 1'-0"A2 2 Presentation Elevation - West Brick Masonry: Endicott Sienna Ironspot Velour or Sim. Ashlar Stone Cultured Stone Hewn Stone "Span" or Sim. Stucco, Color to match SW 7066 "Gray Matters" Black Asphalt Shingle Roofing GAF Timberline HDZ "Charcoal" or Sim. 5616 147TH STREET NORTH, HUGO Date Issued: 09/09/22 PREMIER BANK 5616 147TH STREET NORTH, HUGO Date Issued: 09/09/22 PREMIER BANK 5616 147TH STREET NORTH, HUGO Date Issued: 09/09/22 PREMIER BANK City of Hugo Downtown Plan & Design Guidelines April 10, 2007 Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 1 of 23 Credits & Acknowledgements: We would like to thank the City of Hugo’s citizens – the residents and business owners – who attended the workshops and meetings, sent in their comments and gave their time to participate in the planning process. Their input has been invaluable in developing a master plan and design guidelines for the downtown area. We would like to thank the City of Hugo’s City Council, Planning Commission, City staff and consultants for leading this planning process. Funding for development of the downtown design guidelines and the preparation of this document was provided by a Livable Communities Opportunity Grant from the Metropolitan Council in 2004. City Council Fran Miron, Mayor Becky Petryk, Council Member Ward 1 Frank Puleo, Council Member Ward 2 Chuck Haas, Council Member Ward 3 Mike Granger, Council Member At Large Planning Commission Dave Schumann, Chairperson Bronwen Kleissler Tom Weidt Ron McRoberts Victoria Hoffbeck Bob Rosenquist Kelly Bailly City of Hugo Mike Ericson, City Administrator Bryan Bear, Community Development Director Michele Lindau, Community Development Assistant Mary Ann Creager, City Clerk Jay Kennedy, City Engineer (WSB) Kendra Lindahl, City Planner (Landform) Planning & Urban Design Consultant Carolyn Krall, AIA Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 2 of 23 Hugo Downtown Planning Framework Incorporated in 1906, Hugo is a rural small town with a family-oriented feel. As Hugo grew, the intersection of Forest Boulevard (now Highway 61) and Frenchman Road (now 145th Street) became the center of town. With a train depot and an active feed mill, this was the ideal location for local, small businesses. A downtown neighborhood began to grow into a comfortable, rural village. It is this small village familiarity that the residents of Hugo wish to preserve. Aerial Photograph of Hugo in 1974 Minnesota Historical Society The Hugo Downtown Framework Plan and Design Guidelines are intended to provide direction to new development in downtown Hugo and, where needed, to shape plans for redevelopment. The Plan illustrates the type of commercial and residential development, civic and community facilities, and amenities envisioned by the citizens of Hugo. The Plan extends beyond the central commercial business district (CBD) to illustrate the entire downtown commercial area of Hugo, both existing and envisioned in the future. This vision of future development in Hugo encourages commercial growth, while seeking to concentrate that growth, around the downtown area. The Planning Process The Hugo downtown plan and preliminary design guidelines were originally developed in 1998 to address redevelopment of the downtown commercial “Main Street” on Forest Boulevard (Highway 61). But the County Road 8 improvements and rerouting required that the original plan be revisited. The new plan was needed to address the developable area along County Road 8 and to consider the impact of the new County Road 8 and Highway 61 intersection. This planning process began in the fall of 2003 and included workshops with the City Council and downtown business and property owners. A community-wide open house was held in May 2004 to encourage public input on the final plan. In August 2004, the City was awarded an Opportunity Grant from the Livable Communities Demonstration Account to develop design guidelines for the downtown area to assist in implementation of the downtown plan. The process for developing these guidelines has continued through 2005-2006 with significant public participation in the planning process. Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 3 of 23 The Influence of Transportation Improvements A major influence on the plan is the County’s re-alignment and improvement of County Road 8. The county’s plan will widen and reroute the road to the south, connecting to Highway 61 at approximately 143rd Street. The County Road 8 re- alignment will have a significant impact on the downtown, offering opportunities for growth, improved vehicle and pedestrian access around the downtown area, and the potential for redevelopment to make improvements to the core of the downtown CBD and surrounding public and civic spaces. It is vital that the CBD not be cut off from County Road 8 and from the high volume of traffic which will use this route to access the interstate. Highway 61 is planned to continue to run north and south through downtown and the CBD. Despite projections of increased traffic volumes, this highway should not be widened beyond four lanes except to provide for turn movements. Instead, improvements to the roadway and access improvements can help accommodate the increased volumes. The downtown plan recommends improvements to improve street access and connectivity within downtown, as well as enhancements to pedestrian access and walkability. The plan also calls for extending the regional trail south across County Road 8 on the existing railroad bed and allows for the possibility of future commuter transit within this corridor (in the railroad ROW or on Highway 61). If Hugo is to continue to have a healthy downtown, it is important to plan for these future transportation changes. Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 4 of 23 Defining Downtown The downtown CBD in Hugo has always been located on Forest Boulevard (Highway 61) on both sides of the main traffic signal at 145th Street. But over time, the commercial area has grown and extended north and south along Highway 61, and the new development has been less compact and more auto- or highway-oriented than the older, more traditional downtown CBD. Without planning controls, this same pattern of commercial development could be expected to occur along the improved and upgraded County Road 8. While the core downtown central business district (CBD) is focused along Forest Boulevard- Highway 61 from County Road 8 to 147th Street, the Downtown Plan extends north to the Post Office and 150th Street, south to 140th Street, and from the shores of Egg Lake on the east to the bend in County Road 8 to the west. One of Hugo’s planning goals is to maintain a more compact and concentrated downtown CBD. This goal will be achieved by encouraging new development in and around the core of the downtown area, while planning for limited but well-ordered commercial development in specific areas along other commercial routes such as Highway 61 and County Road 8. Community feedback has consistently supported new CBD uses which complement downtown (such as restaurants and entertainment) and suggest that larger, single-use development and auto sales/service businesses, for instance, be located in commercial areas planned closer to I-35. Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 5 of 23 To create a sense of arrival in downtown, the plan recommends placing gateway elements – a landscaped sign, monument, or other feature – at these key entry points into downtown. While the plan doesn’t specify the elements at each location, when you enter downtown you should know that you are downtown. New development at these “gateway” locations should be planned not only to allow for these gateway elements but to convey the sense of quality and character that the downtown plan envisions. Proposed monument sign, Nov. 29, 2004 RSP Architects for Contractor Property Development Company The Downtown Plan The plan is a tool to help the City of Hugo create a pedestrian-friendly downtown and concentrates new development and redevelopment around the existing intersection of 145th Street and Highway 61. As Hugo continues to develop, the actual projects built may differ from the Illustrative Downtown Plan in the details of the development of any specific block or site, but the primary elements of the plan, including the public infrastructure (roads, parks, trails, open space) and the quality and character which makes this plan unique to Hugo are expected to be maintained. Gateway elements – signs, flags or monuments – should be included in the new downtown area to welcome a resident or visitor into an established and thriving downtown. Elements depicting the quality and character of downtown Hugo are displayed based on the historical and current architectural elements of Hugo. Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 6 of 23 The Downtown Plan City park with trails, gazebo, dock, pedestrian bridge Shared public parking Carpenters on the Lake Additional downtown senior housing Walkable community spaces along trail ROW Proposed trail connections New mixed-use development blending office and multi-family housing uses New mixed-use development with housing, offices and complementary retail/commercial uses Traditional residential blocks Improved park with future community center Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 7 of 23 Design Guidelines The intent of the Hugo Downtown Design Guidelines is to provide a baseline for quality in order to revitalize and expand the downtown business district. These guidelines are written to meet the community’s goals: Goal 1: Preserve the rural small town character of Hugo Goal 2: Establish a threshold or baseline for design and quality Goal 3: Maintain a harmonious visual environment within the existing architectural context Goal 4: Communicate the community's high expectations for new development in Hugo Objectives The specific objectives for downtown Hugo design guidelines are: • To establish a clear definition of urban design standards that informs property owners, developers, builders and decision-makers. • To serve as a tool that planners and designers can use and incorporate into their plans to achieve and support the City’s design objectives. • To act as a basis for a uniform and consistent review of development and redevelopment proposals by the City Council and Planning Commission. The design guidelines which apply specifically to the CBD also include principles that can be broadly applied to the entire Hugo Downtown Area. Downtown CBD The Design Guidelines apply specifically to the central business district or “Old Downtown” concentrated around Highway 61, from 147th Street to the new County Road 8 intersection. The guidelines provide more detailed definitions of requirements for site planning, placement of building mass, materials, architecture, lighting, signage, and design of the public realm. Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 8 of 23 Framework Principles for Downtown Hugo 1. Preserve and celebrate Hugo’s small town character. 2. Enhance the public realm, to maintain a pedestrian-oriented downtown. 3. Expand civic space and uses around City Hall. 4. Add new retail which complements existing businesses and shops and supports downtown neighborhoods. 5. Encourage unique small businesses to locate downtown and larger, single-use developments closer to the I-35 corridor. 6. Provide life-cycle housing to encourage senior-living in the downtown area. 7. Provide recreational uses for diverse age groups in the downtown area. 8. Improve downtown access and circulation with improvements to Highway 61 and downtown intersections (147th, 145th, County Road 8). 9. Reduce the impact of development close to Egg Lake to improve lake quality and preserve wildlife habitat. 10. Build upon unique assets such as the church, feed mill and City Hall with complementary design and materials. Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 9 of 23 Downtown District Design Guidelines General Design Standards • These design guidelines are intended to apply to the Downtown District CBD, but include principles that can be broadly applied to the greater Hugo Downtown Area (as indicated on the Downtown Plan), including the Central Business, Future Central Business and Central Residential zones If the CBD development extends beyond this boundary, the Downtown District boundaries may need to be extended accordingly. • On all streets in the downtown district, the guidelines are intended to apply to street frontage properties on both sides of the street. • New downtown development shall provide for pedestrian as well as vehicular circulation and shall create linkages to existing and proposed sidewalks and trails. • All new development should be sensitive to existing downtown neighborhoods and residences in the design and location of new uses and buildings with respect to shading, views, light or noise pollution; where necessary appropriate screening or buffering shall be provided. • All new development shall be designed to value, respect, and preserve identified natural features and resources. • A sense of City history should be encouraged, and landmarks such as St. John’s Cemetery and St. John’s Church should be preserved as important contributors to Hugo’s character. • Key points which have been identified as primary entrances to downtown Hugo should be designed as “gateways” to the City; gateway elements could include open space, unique landscaping, walls or gates, water features and City identity signage. These points include: • From the west – the bend in the County Road 8 at the western edge of Hugo; • From the east – At Egg Lake and the intersections where 147th and 140th meet Highway 61; • From the south – Where 140th meets Highway 61; • From the north – Where 147th meets Highway 61. • Along the west side of Highway 61, new downtown development will need to be designed to integrate with the railway corridor as it comes through the center of town: as a public open space, supporting the proposed trails, and considering future uses. Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 10 of 23 General Land Use • Downtown development should be appropriate for a traditional downtown area: mixed- use buildings combining retail, commercial, and residential uses, and encouragement of multi-story buildings in the downtown. • Neighborhood retail, service, and commercial buildings and uses which support downtown residential neighborhoods such as drug stores, banks, and specialty markets or small grocers are encouraged. • Destination retail, restaurant and entertainment uses, particularly mixed with compatible, complementary, or other synergistic uses, are highly encouraged. • New auto-dominated commercial development such as fast food, auto service, or similar high traffic drive-through facilities and large, single-use developments are discouraged in the downtown CBD. • Uses appropriate to the downtown area such as banks, coffee shops and pharmacies which enhance their business by providing drive-through services may be permitted provided they are designed to minimize impact on local downtown traffic circulation and pedestrian access. • Parking lots should only be allowed as an accessory use, except for municipal or public district parking; larger parking areas should be broken up into smaller areas to reduce the overall area of paving and promote a friendlier pedestrian environment. • New residential development should provide for the full range of life-cycle housing, offering choices of housing types (single-level flats, condominiums or lofts, single-level and multi-story townhouses, and single-family attached or detached), styles and prices, at a density appropriate to the downtown area. • New residential development should be sensitive to existing residential neighborhoods and incorporate well-designed transitions from multi-family to existing single-family residential areas. • Traditional neighborhood design (TND) based on a traditional street grid is a desirable option for downtown, medium-density areas. Single-family homes (detached or attached) or row townhomes should line the street with front porches and stoops, front yards, sidewalks and boulevards with regularly spaced trees and street lights. TND example with traditional street grid and porches facing the street Garage access at rear of house Sidewalks and boulevards on both sides of the street with regularly spaced street trees Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 11 of 23 • All downtown residential developments should be planned and designed to minimize paving for driveways and surface parking. Garage-forward or “snout-house” homes or townhomes are highly discouraged. Streets, Public Space & Amenities • Forest Boulevard (Highway 61) and 145th Street should be restored to be closer to their original, traditional downtown “Main Street” form, lined with street trees and planters, pedestrian street lights, and street furniture including benches and trash receptacles. The fixtures that are selected for these streets should be required continuously within the downtown CBD district and highly encouraged throughout the downtown commercial area for visual continuity. • Downtown intersections should be designed to be safe for pedestrians; enhancements to safety include use of textured-colored paving or striping to mark crosswalks, narrowed or throated intersections, pedestrian-oriented street lighting, planted center medians or landscaped boulevards, and warning signage at busy crossings along Highway 61, such as 147th, 145th and County Road 8. Highly Discouraged: Example of Garage-forward design, dominating view from sidewalk and street. Change in paving or striping marks the safe crossing zone for pedestrians at major crosswalks. Planted center medians or landscaped boulevards provide resting points for pedestrians at major crosswalks, facilitate turning movements, and help calm traffic speeds. Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 12 of 23 • The City street grid is a vital part of the way the downtown functions, so restoring streets or adding new streets that connect to the existing street grid are encouraged; disconnected streets and cul-de-sacs are highly discouraged. • Forest Boulevard (Highway 61) and 145th Street are the original “Main Streets” of downtown and, to an extent, the few remaining brick buildings along these streets should be preserved, renovated, or restored to productive use; new buildings close to these older structures warrant careful attention to design and detailing in order to relate well to the original structures. • The small park which is planned on Highway 61 across from City Hall is intended to act as a Town Square or Village Green – a community focal point with passive uses (green space, gardens, historical markers) and active uses (a gazebo, lake overlook, Farmers Market) incorporated into the design. Civic and mixed-use buildings should be located adjacent to the Town Square or Village Green, welcoming visitors to downtown Hugo. • The plan proposes a future pedestrian bridge over Highway 61, connecting the park and Egg Lake to City Hall and the bulk of the downtown area. This bridge, if well-designed, could also act as a visual cue to drivers to reduce speed and could create a sense of arrival and welcome for the downtown CBD. To be safe for both pedestrians and vehicles, downtown Hugo should include street improvements: narrowed intersections, pedestrian lighting (top left), planted medians (top right and bottom left), and visible signs warning of pedestrian crossings/vehicular speed decrease (top right). Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 13 of 23 The edge along the railroad ROW and the Hardwood Creek Regional Trail along the west side of Highway 61 should be maintained as an open-space corridor connecting City Hall and the CBD to new development to the south. This edge should include: • trail connections for bicycles and winter sports uses • landscaping to act as a year-round buffer; • pedestrian-oriented trail and street lighting; • places to rest with benches, planters and trash receptacles. • On downtown streets where retail and commercial uses are proposed, on-street parking is encouraged; streets should be designed with the parking lane designated either by curbing or with a change in paving materials. • Downtown district streets should allow for public right-of-way between the curb and the building wall, a minimum 10’-12’ wide. This area should be “zoned” to provide for street signs, landscaping and street trees, and both street and sidewalk lighting closest to the curb. There should be a clear pedestrian walking path in the center, and then an area designated for seating or other street furniture (trash receptacles, bus benches, etc) and commercial opportunities (including newspaper boxes). Where necessary, such as where the street ROW does not allow for a wider sidewalk, these amenities may need to be accommodated within the parcel boundaries. Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 14 of 23 Minimum ROW from curb to building (10’-12’) 5’-6’ Walking Area Defined 8’ parallel parking lane 2’-3’ Shop related furniture & amenities 3’ Public Area: trash receptacles, newspaper stands, streetlights, signs & street trees planted where sidewalk widens another option is a defined 20’ head-in angled parking zone Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 15 of 23 Architecture • Architecture of new buildings should be respectful of the existing historical structures which enhance the character of Hugo; design which reflects the elements of vernacular “Main Street”, Hugo’s French trading post roots, or mid-western “prairie style” architecture is encouraged: Entry feature; well distinguished and covered from the weather Well defined roof line 1st story with glazed display windows Cornice or roof line distinguishes 1st story from 2nd story Awnings with accent lighting and graphics instead of applied signs Building base expressed with masonry Early trading post and mill buildings in rural Minnesota were often made of stone with a simple gabled roof and expressed chimney. Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 16 of 23 Prairie Style: roofs are hipped, low and spreading with deep overhangs and eaves; Hugo City Hall has many of these elements. Traditional Main Street style building: flat roofs, often an extended or false parapet on “front” side or marking the main entrance. Hugo was once a French trading post, and many residents have expressed a desire to reflect those roots in the architecture of the downtown. Appropriate architectural elements include: steeper or mansard roofs with dormer windows, open storefronts with awnings, and exterior plaster, stone and brick. Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 17 of 23 • Architecture of new buildings should be built upon Hugo’s existing assets such as the church, the feed mill, and the new City Hall, with complementary design and sense of scale. • Buildings should be designed to relate well to the existing natural and man-made environment and stay within context in massing, materials, style and color; design of the landscape and hardscape should be coordinated and harmonious with the building design and materials. • Buildings should be constructed and maintained for permanence and longevity; therefore durable, maintainable materials (brick, stone, etc.) should be used; temporary buildings, metal sheds, etc. shall not be permitted. • Building entries should be visible from the street, well lit, covered or protected from weather, and include significant glazing and glass doors where the public will be entering buildings. New “Main Street” buildings should complement an established downtown through their architectural character. Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 18 of 23 • Awnings, overhangs and arcades are encouraged where pedestrians are expected to walk and shop ; flat awnings are preferred (no barrel awnings) with adequate clearance above sidewalk. • Building design elements should include an expression of a building base (of brick or stone), a middle, and a top with cornice elements at the top of the first floor and the top of the building. • Buildings should be designed with “four-sided architecture”, using the same quality materials on all sides: • all facades shall be articulated with a variety of materials, glazing, awnings, or other details to add visual interest; • roof lines and cornice details shall be completed in a three-dimensional manner so that the features on the back of the roof or similar unfinished areas are not visible; • the front façade may have a unique design or more significant glazing. • Buildings should be oriented to the street with fully articulated street facades based on traditional storefronts (doors and display windows) along the sidewalk. • Zero Lot Line commercial buildings are allowed and highly encouraged on all streets within the downtown district. • Along CR 8 and Hwy 61, entrances may be oriented to a side or rear parking lot, as long as the entry also has good pedestrian access and visibility from the street, and any building wall along these streets must contain significant amounts of “real” windows. • Equipment, mechanical systems, transformers, trash enclosures, etc. must be screened from view in a way that is integral to the architecture of the building with similar materials: • metal fencing or a mechanical vent screen alone is not sufficient; • access to these service areas needs to be provided at the alley, side or rear of the building. Rooftop equipment shall be screened from the line of site of pedestrians and integrated into the design and massing of the roof form Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 19 of 23 Parking & Service Areas • Within the downtown CBD, shared parking is encouraged to take advantage of varying parking demands between mixed uses. • Businesses are encouraged to establish or participate in a municipal parking district providing shared, public parking with reductions in required on-site parking. • Parking should not be located between a building and the street or main road the building faces and be distributed around the building, especially to the side and back of buildings. • Parking adjacent to the street should be minimized; • Where a parking lot is located along a street, the same zero-lot-line or setback conditions of the adjacent buildings should be maintained with a wall, ornamental fence, or similar landscape elements to continue the built edge along the street. • Where a parking lot is located along a street, it should be well landscaped and screened with a combination of fencing or wall plantings along the street edge. Landscaped edge combines fence with trees, low shrubs and ground cover for parking lot screening and buffering along the street 6’ zone between parking and sidewalk with fence or wall centered in zone Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 20 of 23 • Larger parking areas (over 25 vehicles) should be planned with internal landscaping, pedestrian sidewalks or walkways and be divided into smaller areas where possible: ƒ pedestrian walkways provided in larger parking lots should be landscaped, include path lighting, and provide direct access for pedestrians to an entrance of a commercial building; ƒ walkways should be raised, paved areas or defined paths distinguished by striping or a change in paving provided that pedestrians are kept safe from vehicular travel on the route to an entrance of a commercial building. Pedestrian walkways through busy parking lots are important because they provide a safe, well lit, direct access to the entrance of a building. Larger parking lots should have pedestrian walkways that are clearly identified and combined with landscaping to break up large areas of pavement. Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 21 of 23 • Buildings should be oriented to minimize views of service areas and loading docks from the street; service areas should be buffered with a combination of landscaping and screening; mechanical equipment and trash areas must be fully enclosed and integrated into the architecture using the same materials as the building: • metal fencing or a mechanical vent screen alone is not sufficient; • access to these service areas needs to be provided at the alley, side or rear of the building. • Residential buildings (single-family homes and multi-family buildings) should be oriented to minimize views of garages and parking areas from the street: • free-standing or detached garages should not be allowed for multi-family residences. • parking should be located below buildings or underground where possible. Below-grade parking: side or rear access. Garages should not be as invisible from the street as possible to create a traditional neighborhood feel. Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 22 of 23 Signage • Downtown signage is critical to the character of the area, especially at night; all downtown signage is subject to careful review with the City and must comply with all zoning and ordinance requirements for size, placement, materials, etc; • Signage and graphics should be integral to the building architecture or used as a decorative design element. Back-lit, box signs are not acceptable downtown. • Decorative neon, moving or other decorative sign types are desirable only when displayed within storefront window interiors of downtown buildings. • Corporate chains are encouraged to customize their architecture to express their design “brand” within a design, context, and material appropriate to the character of downtown Hugo. Projecting or Hanging Sign Wall Sign integrated into the building design Awning sign should be located on the awning face or fringe Hugo Downtown Framework Plan Final Plan & Design Guidelines Page 23 of 23 Open Space and Storm Water Management • New development should provide both private and public usable open space, plazas etc; these spaces should be connected to existing or proposed trail and sidewalk networks. • The downtown area should plan cohesively for storm water management and for improving the water quality of Hugo, however, where possible rain gardens or similar infiltration and holding areas should be integrated into the design of parking areas; design which harmonizes more groomed and landscaped areas with more natural landscape is encouraged: • Storm water ponds, rain gardens and other storm water management or holding areas shall be designed to be attractive in both flooded and dry conditions; use of native plants for filtration around pond and wetlands and other sustainable design approaches to site and landscape design are encouraged: More formal and groomed landscape Trail or Sidewalk Egg Lake Filtration Vegetation Swales planted as a rain garden; plants and soil provide filtration Trail or sidewalk CITY OF HUGO WASHINGTON COUNTY, MINNESOTA MINING PERMIT (ATKINSON PIT) Pursuant to the provisions of Ordinance No. 90-247 of the City of Hugo, Washington County, Minnesota, entitled "Mining and Excavation" a Mining Permit is hereby issued to: MIKE ATKINSON 13452 GOODVIEW AVENUE NORTH HUGO, MINNESOTA 55038 for a period to expire on July 1, 2024, unless sooner terminated. Permit approval is subject to the provisions of said Ordinance and compliance with the following conditions: 1. All applicable provisions of the City of Hugo Ordinances governing mining shall be complied with. 2. The scope of the Mining Permit shall be limited to mining, washing, screening, temporary storage, and hauling away accumulated, granular material. Mr. Atkinson may maintain a total of thirty thousand (30,000) cubic yards of stockpiled material on site. Said stockpile shall include all material mined from the site and all other material (including recycled material) brought to the site. At no time shall the total amount of stockpiled material exceed thirty thousand (30,000) cubic yards. Applicant shall, on a bi-annual basis, provide to the City a calculation, from a qualified person, attesting to the amount of stockpiled material on site. Additionally, Mr. Atkinson shall, on a bi-annual basis, report to the City as to the amount of granular material left on-site to be mined. Applicant shall also, bi-annually, provide a topographic map to the City of the site, which map shall depict the then existing topography of the site. Lastly, the applicant shall provide, on an biannual basis, an estimate of the material removed from the property. 3. No topsoil or overburden shall be removed from the site (see #19). 4. Haul roads shall be 147th Street, from existing north entrance of the Atkinson's gravel pit, easterly to Irish Avenue; and Irish Avenue between 147th Street and County Road 8A. Any exception to these routes must be approved by the City Council. 5. Dust control on all City streets shall be by the use of water or calcium chloride, as directed by the City Engineer. Mining Permit - Atkinson Pit Page 2 of 5 2 6. The inspection fee to cover the inspection costs shall be based on actual costs incurred or as set by Council resolution. 7. No change shall be made to the reclamation plan approved by the City for this site without prior consent of the City Council. The permit holder shall maintain on deposit with the City cash or other acceptable security in the amount of $17,500.00, for the purpose of insuring compliance with the reclamation plan. Such deposit will be released by the City upon acceptance by the City Engineer of the reclamation work, or the money may be used by the City to perform the work if the permit holder has not restored the site within one (1) year of the termination of this permit. 8. Temporary changes to this permit, made necessary by acts of nature or other emergencies, may be made by the City Engineer. 9. Inspections to ensure compliance with the Mining Permit will be done by the City Administrator, and he may request the assistance of such other persons or organizations, as he may deem necessary. 10. Any violation of the terms or conditions of this Mining Permit may be grounds for immediate termination in accordance with the City Ordinance. 11. Haul roads shall be inspected periodically by the City Engineer, and maintained by the contractor, in accordance with the Engineer's recommendations. The City Engineer will have the authority to temporarily close a haul road for use by the permit holder if the road is in such disrepair that it is, or may become, a hazard to the public. 12. A maximum speed of 45 mph shall be maintained by the contractor's gravel trucks when operating on the designated haul roads. The permit holder’s trucks shall maintain a maximum speed of 30 mph when school is in session. 13. Any additional limitations or specifications for the haul roads, which shall be deemed necessary for health and safety reasons by the City Engineer and City Attorney, may be established. 14. The hours for the mining operation shall be 7:00 a.m. until 6:00 p.m., Monday through Saturday. 15. There shall be no trucking or hauling in of materials before 7:00 a.m. or after 7:00 p.m., except as noted herein, without an amendment to this Mining Permit. Mining Permit - Atkinson Pit Page 3 of 5 3 16. The sight distance along the haul routes shall be improved at the expense of the permit holder according to the requirements of the City Engineer. 17. An updated contour map of the site is to be filed with the City Engineer, when requested. 18. All existing trees and natural vegetation bordering the pit area shall be left undisturbed. 19. All topsoil in the pit area shall be stockpiled, and used only for site restoration purposes. 20. Sewer facilities on the site shall be of the portable, chemical holding-tank type. 21. No blasting shall be permitted on site. 22. Nuisances on site are to be abated pursuant to Chapter 46 of the City Code (junk vehicles, illegal dumping, etc.). 23. Applicant shall refrain from mining below grade closer than fifty (50) feet to the boundary of any zone where such activities are not permitted, or closer than fifty (50) feet to the boundary. 24. Inspections are to be conducted on-site. 25. The Applicant shall carry liability and property damage insurance, with minimum limits at $1,000,000.00 to any one person and $1,000,000.00 for any occurrence, naming the City of Hugo as an additional insured. 4 Mining Permit - Atkinson Pit Page 4 of 5 CONSENT Dean Atkinson has read the foregoing Mining Permit and the conditions, and hereby accepts said Mining Permit as conditioned, and agrees that said conditions are reasonable, and to abide by said conditions throughout the term of the said Mining Permit, unless and until modified by action of the City Council on the following described property: The SW 1/4 of the NW 1/4 of Section 23, Township 31 North, Range 21 West, Washington County, Minnesota. This Permit is being issued pursuant to Council authorization on October 3, 2022. Said approval is subject to full compliance with conditions of the Permit, and is subject to review by the City Council at any time with possible revocation for failure to comply with the conditions set forth herein. _____________________________________ ________________________________ Mike Atkinson, Owner Tom Weidt, Mayor City of Hugo ATTEST: ______________________________ Michele Lindau, City Clerk Mining Permit - Atkinson Pit Page 5 of 5 5 CONSENT AND DISCLOSURE Mike Atkinson acknowledges that he read and understands the foregoing Mining Permit ("Atkinson Pit") ("Mining Permit"). Mike Atkinson states that he is executing the Consent included in the Mining Permit as a necessity for him to continue his business. By executing the Consent included in the Permit, Mike Atkinson is not waiving his legal right to bring legal action to challenge the validity of Ordinance No. 95-301 (An Ordinance clarifying the City Ordinances regarding the Operation of Rock Crushers within the Agricultural District of the City) as the Ordinance limits crushing and processing of recycled asphalt and concrete on the subject property, or to challenge the permit, or any past permits. _______________________________ Mike Atkinson September 28, 2022 September 28, 2022 K:\020261-000\Admin\Construction Admin\Pay Vouchers\020261-000 PV1 LTR to City 092922.docx 178 E 9TH STREET | SUITE 200 | SAINT PAUL, MN | 55101 | 651.286.8450 | WSBENG.COM September 29, 2022 Mr. Bryan Bear City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Water Tower No. 2 Demo City of Hugo WSB Project No. 020261-000 Dear Mr. Bear: Please find enclosed Construction Pay Voucher No. 1 for the above referenced project in the amount of $79,515.00. The quantities completed to date have been reviewed and agreed upon by the contractor, and we hereby recommend that the City of Hugo approve Construction Pay Voucher No. 1 for Iseler Demolition, Inc. The amount indicated above reflects work certified through August 8, 2022, with a 5% retainage applied. Please include one executed copy of the pay voucher with the payment to Iseler Demolition, Inc. and return one executed copy to our office for our file. In addition, I have enclosed Change Order No. 1. This change order authorizes a deduction of $3,573.00 from the Contract price for the City of Hugo to restore the site per the specifications with an independent contractor. Please have the change order signed by the appropriate person and return a fully signed copy to our office. If you have any questions or comments regarding this voucher or change order, please contact me at 651.286.8463. Sincerely, WSB Mark Erichson, PE Sr. Project Manager Attachments kkp Pay Voucher No. 1 Client:City of Hugo Contractor: _Iseler Demolition, Inc 14669 Fitzgerald Avenue North 3800 Stoddard Road Hugo, MN 55038 Kinde, MI 48445 WSB Project No.:020261-000 Client Project No.: State Project No.: Federal Project No.: Contract Amount Funds Encumbered Original Contract 83,700.00$ Original 83,700.00$ Contract Changes -$ Additiona NA Revised Contract 83,700.00$ Total 83,700.00$ Work Certified To Date Base Bid Items 83,700.00$ Contract Changes -$ Material On Hand Total 83,700.00$ Percent Retained 5% Percent Complete 95 Approved By:WSB Approved By:Iseler Demolition, Inc Contractor Date Date Approved By:City of Hugo Date County/City/Project Engineer This is to certify that the items of work shown on this Pay Voucher have been actually furnished for the work comprising the above-mentioned project in accordance with the plans and specifications herefore approved. WATER TOWER NO. 2 DEMO Total Amount Paid to Date 83,700.00$ 83,700.00$ 4,185.00$ 79,515.00$ 79,515.00$ Work Certified This Voucher Work Certified To Date Less Amount Retained Less Previous Payments Amount Paid This Voucher PROJECT PAYMENT STATUS Pay Voucher No. 1 OWNER: City of Hugo CONTRACTOR: Iseler Demolition, Inc. CHANGE ORDERS No. Date Amount Total Change Orders $0.00 PAYMENT SUMMARY Current Total Total Amount No. From To Payment Retainage Earned 1 07/05/22 08/08/22 $83,700.00 Material on Hand 79,515.00$ $0.00 Total Retainage to Date $4,185.00 $0.00 83,700.00$ $0.00 Description 79,515.00$ 4,185.00$ Total Payment to Date Total Amount Earned to Date Original Contract Change Orders Revised Contract Amount 09/28/2022 September 28, 2022 Honorable Mayor and City Council City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: 2022 Oneka Parkway Improvements Adopt Assessment WSB Project No. 018888-000 Dear Mayor and Council, On July 5, 2022, the City of Hugo awarded a construction contract for the completion of the 2022 Oneka Parkway Improvements Project. As part of the public improvement process, in accordance with the requirement of state statutes Chapter 429 for assessments to benefitting properties, we need to declare the costs to be assessed and conduct the assessment hearing. At the September 5, 2022 regular Council meeting, the Council adopted a resolution declaring the costs to be assessed and ordering the preparation of the proposed assessment roll for the 2022 Oneka Parkway Improvements Project and scheduled the assessment hearing on the proposed assessments for October 3, 2022. The Notice of Assessment Hearing has been published in the official newspaper and mailed to the owners of each parcel described in the assessment roll at least two weeks prior to the hearing. As part of the assessment hearing, staff will provide a PowerPoint presentation identifying the improvements, costs and detail payment options. Staff recommends the Mayor and Council hold the hearing on proposed assessment, hear all comments for those requesting to be heard, and consider approval of the resolution adopting assessments for the 2022 Oneka Parkway Improvements Project after closing the hearing. Staff has prepared a resolution adopting the assessments for the 2022 Oneka Parkway Improvements Project in accordance with the requirement of state statutes Chapter 429 for assessments to benefitting properties. A copy of the assessment roll is attached for your reference. If you have any questions or items you wish to discuss, you can contact me at 612.360.1278. Sincerely, WSB & Associates, Inc. Honorable Mayor and City Council September 28, 2022 Page 2 Mark Erichson, PE City Engineer Attachment cc: Bryan Bear, City Administrator, City of Hugo Scott Anderson, Public Works Director, City of Hugo Liz Finnegan, Senior Engineering Technician, City of Hugo RESOLUTION NO. 2022 - RESOLUTION ADOPTING ASSESSMENTS FOR THE 2022 ONEKA PARKWAY IMPROVEMENTS WHEREAS, pursuant to proper notice duly given as required by law, the council has met and heard and passed upon all objections to the proposed assessment against abutting property generally located ALONG Oneka Parkway from Heritage Parkway to CSAH 8 (Frenchman Road). The improvements include mill and overlay of the existing pavement section of Oneka Parkway from Frenchman Road (CSAH 8) to 149th Street, reconstruct the section of Oneka Parkway from 149th Street to Heritage Parkway, construct turn lane improvements on Oneka Parkway from Frenchman Road (CSAH 8) to approximately 400 feet south, and construct a traffic signal at the intersection of Oneka Parkway and Frenchman Road (CSAH 8). NOW, THEREFORE, IT BE RESOLVED, by the City Council of the City of Hugo, Minnesota, as follows: 1.Such assessment, a copy of which is attached hereto and made a part hereof, is hereby accepted and shall constitute the special assessment against the lands named therein, and each tract of land therein included is hereby found to be benefited by the proposed improvement in the amount of the assessment levied against it. 2.Such assessment shall be payable in equal annual installments extending over a period of 5 years, the first of the installments to be payable on or before the first Monday in January 2023 and shall bear interest at the rate of 4.25 percent per annum from the date of the adoption of this assessment resolution. To the first installment shall be added interest on the entire assessment from the date of this resolution until December 31, 2023. To each subsequent installment when due shall be added interest for one year on all unpaid installments. 3.The owner of any property so assessed may, at any time prior to certification of the assessment to the county auditor, pay the whole of the assessment on such property, with interest accrued to the date of payment, to the city finance director, except that no interest shall be charged if the entire assessment is paid within 30 days from the adoption of this resolution; and the owner may, at any time thereafter, pay to the city finance director the entire amount of the assessment remaining unpaid, with interest accrued to December 31 of the year in which such payment is made. Such payment must be made before November 15 or interest will be charged through December 31 of the next succeeding year. 4.The city clerk shall forthwith transmit a certified duplicate of this assessment to the county auditor to be extended on the property tax lists of the county. Such assessments shall be collected and paid over in the same manner as other municipal taxes. Upon roll call, the following members voting AYE: Upon roll call, the following members voting NAY: Whereupon said resolution was declared passed and adopted this 3rd day of October, 2022. ________________________ Tom Weidt, Mayor ATTEST: ___________________________________ Michele Lindau, City Cler 2022 ONEKA PARKWAY IMPROVEMENTS$421.61 / UNITCity of Hugo$76.88 / FRONT FOOT018888‐000$39.38 / FRONT FOOT9/16/2022UNIT FRONT FOOT1 18.031.21.13.0081 NELSON MEREDITH 4801 EDUCATION DR N #1 HUGO, MN 55038 4801 EDUCATION DR N #1 HUGO, MN 55038 1 $421.612 18.031.21.13.0080 LABELLE ZACHARY R 4801 EDUCATION DR N #2 HUGO, MN 55038 4801 EDUCATION DR N #2 HUGO, MN 55038 1 $421.613 18.031.21.13.0079 KENNETH W ANDERSON & THERESA D ANDERSON TRS 4801 EDUCATION DR N #3 HUGO, MN 55038 13433 FONDANT TRL NHUGO, MN 55038 1 $421.614 18.031.21.13.0078 GANTRIIS PETER & KATHRYN 4801 EDUCATION DR N #4 HUGO, MN 55038 P.O. BOX 506 WILLERNIE, MN 55090 1 $421.615 18.031.21.13.0077 SCHILLING RICHARD 4801 EDUCATION DR N #5 HUGO, MN 55038 7720 209TH ST NFOREST LAKE, MN  55025 1 $421.616 18.031.21.13.0076 HAZEL COLLEEN C & CRAIG MOMMSEN 4801 EDUCATION DR N #6 HUGO, MN 55038 2309 TART LAKE RD LINO LAKES, MN  55038 1 $421.617 18.031.21.13.0075 GADBOIS GORDON 4801 EDUCATION DR N #7 HUGO, MN 55038 4883 BIRCH LAKE CIRCLE WHITE BEAR LAKE, MN 55110 1 $421.618 18.031.21.13.0074 GRIEFENHAGEN DAVID A & JAMIE R 4801 EDUCATION DR N #8 HUGO, MN 55038 4631 158TH STREET NHUGO, MN 55038 1 $421.619 18.031.21.42.0080 MCKEAGUE JACOB E 4811 EDUCATION DR N #1 HUGO, MN 55038 3896 EFFRESS ROAD WHITE BEAR LAKE, MN 55110 1 $421.61CURRENT OWNER 4811 EDUCATION DR N #1 HUGO, MN 55038 406WACOUTA ST #409 ST. PAUL, MN  55101CURRENT OWNER 4811 EDUCATION DR N #8 HUGO, MN 55038 4811 EDUCATION DR N #8 HUGO, MN 5503811 18.031.21.42.0074 CNL PROPERTIES LLC 4811 EDUCATION DR N #7 HUGO, MN 55038 6514 WHITE OAK RD LINO LAKES, MN  55038 1 $421.6112 18.031.21.42.0075 TEACHOUT BENJAMIN D & GARY J TEACHOUT 4811 EDUCATION DR N #6 HUGO, MN 55038 4811 EDUCATION DR N #6 HUGO, MN 55038 1 $421.6113 18.031.21.42.0076 WONG SCOTT L 4811 EDUCATION DR N #5 HUGO, MN 55038 6849 BLACKDUCK DRIVE LINO LAKES, MN  55014 1 $421.6114 18.031.21.42.0077 STEELE MOLLY 4811 EDUCATION DR N #4 HUGO, MN 55038 4811 EDUCATION DR N #4 HUGO, MN 55038 1 $421.6115 18.031.21.42.0078 CARMICHAEL BRIELLE 4811 EDUCATION DR N #3 HUGO, MN 55038 4811 EDUCATION DR N #3 HUGO, MN 55038 1 $421.6116 18.031.21.42.0079 CASE HAILEY 4811 EDUCATION DR N #2 HUGO, MN 55038 4811 EDUCATION DR N #2 HUGO, MN 55038 1 $421.6117 18.031.21.42.0241 STELTER ENTERPRISES LLC 4813 EDUCATION DR NHUGO, MN 55038 14505 43RD AVE NPLYMOUTH, MN  55446 1 $421.6118 18.031.21.42.0242 AGGARWAL VIKRAM 4815 EDUCATION DR NHUGO, MN 55038 6030 LANEWOOD LN NPLYMOUTH, MN 55446 1 $421.6119 18.031.21.42.0243 STELTER ENTERPRISES LLC 4817 EDUCATION DR NHUGO, MN 55038 14505 43RD AVE NPLYMOUTH, MN  55446 1 $421.6120 18.031.21.42.0244 KRAUSE DONALD W 4819 EDUCATION DR NHUGO, MN 55038 9705 45TH AVE N #421176 PLYMOUTH, MN  55442 1 $421.6121 18.031.21.42.0245 ALLIANT VENTURES IV LLC 4827 EDUCATION DR NHUGO, MN 55038 4655 NICOLS RD #106 EAGAN, MN  55122 1 $421.6122 18.031.21.42.0246 ALLIANT VENTURES IV LLC 4829 EDUCATION DR NHUGO, MN 55038 4655 NICOLS RD #106 EAGAN, MN  55122 1 $421.6123 18.031.21.42.0247 ALLIANT VENTURES IV LLC 4831 EDUCATION DR NHUGO, MN 55038 4655 NICOLS RD #106 EAGAN, MN  55122 1 $421.6124 18.031.21.42.0248 ALLIANT VENTURES IV LLC 4833 EDUCATION DR NHUGO, MN 55038 4655 NICOLS RD #106 EAGAN, MN  55122 1 $421.6125 18.031.21.42.0249 BUSHMAN SHIRLEY & MARK 4837 EDUCATION DR NHUGO, MN 55038 4837 EDUCATION DR NHUGO, MN 55038 1 $421.6126 18.031.21.42.0250 FARVOUR JOHN JR & NANCY 4843 EDUCATION DR NHUGO, MN 55038 4843 EDUCATION DR NHUGO, MN 55038 1 $421.6127 18.031.21.42.0251 JOHNSON CHRISTINE B 4849 EDUCATION DR NHUGO, MN 55038 4849 EDUCATION DR NHUGO, MN 55038 1 $421.6128 18.031.21.42.0252 MCMAHON SUSAN 4855 EDUCATION DR NHUGO, MN 55038 4855 EDUCATION DR NHUGO, MN 55038 1 $421.6129 18.031.21.42.0235 ALLIANT VENTURES IV LLC 4840 EDUCATION DR NHUGO, MN 55038 4655 NICOLS RD #106 EAGAN, MN  55122 1 $421.6130 18.031.21.42.0236 ALLIANT VENTURES IV LLC 4838 EDUCATION DR NHUGO, MN 55038 4655 NICOLS RD #106 EAGAN, MN  55122 1 $421.6131 18.031.21.42.0237 ALLIANT VENTURES IV LLC 4834 EDUCATION DR NHUGO, MN 55038 4655 NICOLS RD #106 EAGAN, MN  55122 1 $421.6132 18.031.21.42.0238 ALLIANT VENTURES IV LLC 4830 EDUCATION DR NHUGO, MN 55038 4655 NICOLS RD #106 EAGAN, MN  55122 1 $421.6133 18.031.21.42.0239 ALLIANT VENTURES IV LLC 4828 EDUCATION DR NHUGO, MN 55038 4655 NICOLS RD #106 EAGAN, MN  55122 1 $421.6134 18.031.21.42.0240 LEVEL CONTRACTING LLC 4820 EDUCATION DR NHUGO, MN 55038 20891 145TH ST NW ELK RIVER, MN  55330 1 $421.6135 18.031.21.42.0232 ALLIANT VENTURES IV LLC 4891 EDUCATION DR NHUGO, MN 55038 4655 NICOLS RD #106 EAGAN, MN  55122 1 $421.6136 18.031.21.42.0233 ALLIANT VENTURES IV LLC 4897 EDUCATION DR NHUGO, MN 55038 4655 NICOLS RD #106 EAGAN, MN  55122 1 $421.6137 18.031.21.42.0234 ALLIANT VENTURES IV LLC 4901 EDUCATION DR NHUGO, MN 55038 4655 NICOLS RD #106 EAGAN, MN  55122 1 $421.6138 18.031.21.42.0227 ALLIANT VENTURES IV LLC 4928 EDUCATION DR NHUGO, MN 55038 4655 NICOLS RD #106 EAGAN, MN  55122 1 $421.6139 18.031.21.42.0228 PIERRE RONALD J & SHARON E 4912 EDUCATION DR NHUGO, MN 55038 4912 EDUCATION DR NHUGO, MN 55038 1 $421.6140 18.031.21.42.0229 LEVEL CONTRACTING LLC 4904 EDUCATION DR NHUGO, MN 55038 20891 145TH ST NW ELK RIVER, MN  55330 1 $421.6141 18.031.21.42.0230 ROBINSON RANDY & NANCY 4896 EDUCATION DR NHUGO, MN 55038 4896 EDUCATION DR NHUGO, MN 55038 1 $421.6142 18.031.21.42.0231 TESSIER RICHARD A 4894 EDUCATION DR NHUGO, MN 55038 4894 EDUCATION DR NHUGO, MN 55038 1 $421.6143 18.031.21.42.0222 ALLIANT VENTURES IV LLC 4905 EVERGREEN DR NHUGO, MN 55038 4655 NICOLS RD #106 EAGAN, MN  55122 1 $421.6144 18.031.21.42.0223 ALLIANT VENTURES IV LLC 4907 EVERGREEN DR NHUGO, MN 55038 4655 NICOLS RD #106 EAGAN, MN  55122 1 $421.6145 18.031.21.42.0224 ALLIANT VENTURES IV LLC 4917 EVERGREEN DR NHUGO, MN 55038 4655 NICOLS RD #106 EAGAN, MN  55122 1 $421.6146 18.031.21.42.0225 ALLIANT VENTURES IV LLC 4921 EVERGREEN DR NHUGO, MN 55038 4655 NICOLS RD #106 EAGAN, MN  55122 1 $421.6147 18.031.21.42.0226 ALLIANT VENTURES IV LLC 4933 EVERGREEN DR NHUGO, MN 55038 4655 NICOLS RD #106 EAGAN, MN  55122 1 $421.6148 18.031.21.42.0253 ALLIANT VENTURES IV LLC 4927 EDUCATION DR NHUGO, MN 55038 4655 NICOLS RD #106 EAGAN, MN  55122 1 $421.6149 18.031.21.42.0254 DAVID C OLSON REC TRS 4931 EDUCATION DR NHUGO, MN 55038 4931 EDUCATION DR NHUGO, MN 55038 1 $421.6150 18.031.21.42.0255 ALLIANT VENTURES IV LLC 4937 EDUCATION DR NHUGO, MN 55038 4655 NICOLS RD #106 EAGAN, MN  55122 1 $421.6151 18.031.21.42.0258 ALLIANT VENTURES IV LLC 4930 EDUCATION DR NHUGO, MN 55038 4655 NICOLS RD #106 EAGAN, MN  55122 1 $421.6152 18.031.21.42.0257 ALLIANT VENTURES IV LLC 4938 EDUCATION DR NHUGO, MN 55038 4655 NICOLS RD #106 EAGAN, MN  55122 1 $421.6153 18.031.21.42.0256 ALLIANT VENTURES IV LLC 4942 EDUCATION DR NHUGO, MN 55038 4655 NICOLS RD #106 EAGAN, MN  55122 1 $421.6154 18.031.21.42.0162 JOHNSON JOHNY R & VICKI L 4967 EVERGREEN DR N #7 HUGO, MN 55038 8480 KNOLLWOOD DR MOUNDS VIEW, MN  55112 1 $421.61Mill and Overlay: Unit Assessment: Date:UNITSMAP ID PIN PROPERTY OWNERWSB Project:Project Location:Partial Reconstruction: WSB Project No.:PROPERTY OWNER ADDRESS CITY STATEPROPERTY ADDRESS CITY, STATEPreliminary Assessment RollROADWAY ASSESSMENTPage 1 of 17 2022 ONEKA PARKWAY IMPROVEMENTS$421.61 / UNITCity of Hugo$76.88 / FRONT FOOT018888‐000$39.38 / FRONT FOOT9/16/2022UNIT FRONT FOOTMill and Overlay: Unit Assessment: Date:UNITSMAP ID PIN PROPERTY OWNERWSB Project:Project Location:Partial Reconstruction: WSB Project No.:PROPERTY OWNER ADDRESS CITY STATEPROPERTY ADDRESS CITY, STATEPreliminary Assessment RollROADWAY ASSESSMENT55 18.031.21.42.0163 HOUDEK LINDA 4967 EVERGREEN DR N #8 HUGO, MN 55038 4967 EVERGREEN DR N #8 HUGO, MN 55038 1 $421.6156 18.031.21.42.0156 DESCHANE TRACI 4967 EVERGREEN DR N #1 HUGO, MN 55038 4967 EVERGREEN DR N #1 HUGO, MN 55038 1 $421.6157 18.031.21.42.0157 TJB INVESTMENT PROPERTIES LLC 4967 EVERGREEN DR N #2 HUGO, MN 55038 7753 NORTH SHORE CIR NFOREST LAKE, MN  55025 1 $421.6158 18.031.21.42.0158 NELSON PATRICK 4967 EVERGREEN DR N #3 HUGO, MN 55038 4967 EVERGREEN DR N #3 HUGO, MN 55038 1 $421.6159 18.031.21.42.0159 JUNGWIRTH INVESTMENTS LLC 4967 EVERGREEN DR N #4 HUGO, MN 55038 6829 LANGERS LN LINO LAKES, MN  55038 1 $421.6160 18.031.21.42.0160 PATRIOT BUSINESS GROUP LLC 4967 EVERGREEN DR N #5 HUGO, MN 55038 11620 IRISH AVE N STILLWATER, MN  55082 1 $421.6161 18.031.21.42.0161 PATRIOT BUSINESS GROUP LLC 4967 EVERGREEN DR N #6 HUGO, MN 55038 11620 IRISH AVE N STILLWATER, MN  55082 1 $421.6162 18.031.21.42.0170 HILLS RYAN 4985 EVERGREEN DR N #7 HUGO, MN 55038 4985 EVERGREEN DR N #7 HUGO, MN 55038 1 $421.6163 18.031.21.42.0171 SHUKAS DEMETRIA M 4985 EVERGREEN DR N #8 HUGO, MN 55038 4985 EVERGREEN DR N #8 HUGO, MN 55038 1 $421.6164 18.031.21.42.0164 FLAGSHIP PROPERTY MANAGEMENT LLC 4985 EVERGREEN DR N #1 HUGO, MN 55038 11490 SANDCASTLE DR WOODBURY, MN  55129 1 $421.6165 18.031.21.42.0165 SPECOSU LLC 4985 EVERGREEN DR N #2 HUGO, MN 55038 3186 117TH LN NE BLAINE, MN  55434 1 $421.6166 18.031.21.42.0166 STANTON TROY 4985 EVERGREEN DR N #3 HUGO, MN 55038 7571 260TH ST WYOMING, MN  55092 1 $421.6167 18.031.21.42.0167 ZHANG MING & YUANLIN PENG 4985 EVERGREEN DR N #4 HUGO, MN 55038 1534 KEITHSON DR ARDEN HILLS, MN  55112 1 $421.6168 18.031.21.42.0168 HOOVER BRADLEY R ETAL 4985 EVERGREEN DR N #5 HUGO, MN 55038 4985 EVERGREEN DR N #5 HUGO, MN 55038 1 $421.6169 18.031.21.42.0169 ZONTELLI MONICA L 4985 EVERGREEN DR N #6 HUGO, MN 55038 4985 EVERGREEN DR N #6 HUGO, MN  55038 1 $421.6170 18.031.21.42.0195 BRUTUS ANGELA J 5027 EVERGREEN DR N #2 HUGO, MN 55038 9617 DUNES AVE COTTAGE GROVE, MN 55016 1 $421.61CURRENT OWNER 5027 EVERGREEN DR N #2 HUGO, MN 55038 207 MERLIN DR BELCAMP, MD 21017‐153971 18.031.21.42.0196 CHACON JEANNE 5027 EVERGREEN DR N #1 HUGO, MN 55038 5027 EVERGREEN DR N #1 HUGO, MN 55038 1 $421.6172 18.031.21.42.0189 ROYZENFELD LUBA 5027 EVERGREEN DR N #8 HUGO, MN 55038 5027 EVERGREEN DR N #8 HUGO, MN 55038 1 $421.6173 18.031.21.42.0190 DUERR TIFFANY P 5027 EVERGREEN DR N #7 HUGO, MN 55038 5027 EVERGREEN DR N #7 HUGO, MN 55038 1 $421.6174 18.031.21.42.0191 4951 EMMIT LLC 5027 EVERGREEN DR N #6 HUGO, MN 55038 4707 HWY 61 N #118 WHITE BEAR LAKE, MN  55110 1 $421.6175 18.031.21.42.0192 PAN LIGNZHOU & LEIJUN ZHENG 5027 EVERGREEN DR N #5 HUGO, MN 55038 6432 SHADYVIEW LN NMAPLE GROVE, MN  55311 1 $421.6176 18.031.21.42.0193 BRADEHOFT CHRISTINE 5027 EVERGREEN DR N #4 HUGO, MN 55038 5027 EVERGREEN DR N #4 HUGO, MN 55038 1 $421.6177 18.031.21.42.0194 WETTSTEIN MELANIE J 5027 EVERGREEN DR N #3 HUGO, MN 55038 5027 EVERGREEN DR N #3 HUGO, MN 55038 1 $421.6178 18.031.21.42.0186 ROBERTS MICHAEL F 5039 EVERGREEN DR N #2 HUGO, MN 55038 5039 EVERGREEN DR N #2 HUGO, MN 55038 1 $421.6179 18.031.21.42.0187 ZHANG MING & YUANLIN PENG 5039 EVERGREEN DR N #1 HUGO, MN 55038 1534 KEITHSON DR ARDEN HILLS, MN  55112 1 $421.6180 18.031.21.42.0180 COMSTOCK GARRY & MICHELLE 5039 EVERGREEN DR N #8 HUGO, MN 55038 12858 EXHALL AVE NHUGO, MN 55038 1 $421.6181 18.031.21.42.0181 DESAI RAKESH & NITU R 5039 EVERGREEN DR N #7 HUGO, MN 55038 3232 98TH CIR N BROOKLYN PARK, MN  55443 1 $421.6182 18.031.21.42.0182 MOLLET RAMA C 5039 EVERGREEN DR N #6 HUGO, MN 55038 5039 EVERGREEN DR N #6 HUGO, MN 55038 1 $421.6183 18.031.21.42.0183 JANOSKI PETER R 5039 EVERGREEN DR N #5 HUGO, MN 55038 5039 EVERGREEN DR N #5 HUGO, MN 55038 1 $421.6184 18.031.21.42.0184 BOISEN DUSTIN 5039 EVERGREEN DR N #4 HUGO, MN 55038 5039 EVERGREEN DR N #4 HUGO, MN 55038 1 $421.6185 18.031.21.42.0185 VEENSTRA HEATHER M 5039 EVERGREEN DR N #3 HUGO, MN 55038 5039 EVERGREEN DR N #3 HUGO, MN 55038 1 $421.6186 18.031.21.42.0203 WANG YIXIN 5034 EVERGREEN DR N #7 HUGO, MN 55038 4660 SELKIRK ST FREEMONT, CA 94538 1 $421.61CURRENT OWNER 5034 EVERGREEN DR N #7 HUGO, MN 55038 16300 89TH AVE NMAPLE GROVE, MN  5531187 18.031.21.42.0204 OLEJNIK DARIUSL 5034 EVERGREEN DR N #8 HUGO, MN 55038 5034 EVERGREEN DR N #8 HUGO, MN 55038 1 $421.6188 18.031.21.42.0197 PRZYBYLSKI SUSAN M 5034 EVERGREEN DR N #1 HUGO, MN 55038 5034 EVERGREEN DR N #1 HUGO, MN 55038 1 $421.6189 18.031.21.42.0198 ECKLIN SEAN M & SARA E 5034 EVERGREEN DR N #2 HUGO, MN 55038 14319 VICTOR HUGO BLVD NHUGO, MN 55038 1 $421.6190 18.031.21.42.0199 GUOJUN CHA 5034 EVERGREEN DR N #3 HUGO, MN 55038 6262 FOUNTAIN LN NMAPLE GROVE, MN  55311 1 $421.6191 18.031.21.42.0200 STOTT CHARLES L 5034 EVERGREEN DR N #4 HUGO, MN 55038 5034 EVERGREEN DR N #4 HUGO, MN 55038 1 $421.6192 18.031.21.42.0201 CASTONGUAY TAMMY L 5034 EVERGREEN DR N #5 HUGO, MN 55038 5034 EVERGREEN DR N #5 HUGO, MN 55038 1 $421.6193 18.031.21.42.0202 SEELEY TODD J & LAURIE L 5034 EVERGREEN DR N #6 HUGO, MN 55038 9945 WALNUT GROVE LN NMAPLE GROVE, MN  55311 1 $421.6194 18.031.21.42.0178 SCHILLING RICHARD 5014 EVERGREEN DR N #2 HUGO, MN 55038 7720 209TH ST NFOREST LAKE, MN  55025 1 $421.6195 18.031.21.42.0179 WOLFE MICHELLE L 5014 EVERGREEN DR N #1 HUGO, MN 55038 5014 EVERGREEN DR N #1 HUGO, MN 55038 1 $421.6196 18.031.21.42.0172 SCHILLING RICHARD 5014 EVERGREEN DR N #8 HUGO, MN 55038 7720 209TH ST NFOREST LAKE, MN  55025 1 $421.6197 18.031.21.42.0173 GANTRIIS PETER  & KATHRYN 5014 EVERGREEN DR N #7 HUGO, MN 55038 PO BOX 506 WILLERNIE, MN 55090 1 $421.6198 18.031.21.42.0174 SCHILLING RICHARD 5014 EVERGREEN DR N #6 HUGO, MN 55038 7720 209TH ST NFOREST LAKE, MN  55025 1 $421.6199 18.031.21.42.0175 PATRIOT BUSINESS GROUP LLC 5014 EVERGREEN DR N #5 HUGO, MN 55038 11620 IRISH AVE N STILLWATER, MN  55082 1 $421.61100 18.031.21.42.0176 KUANG FAMILY TRS 5014 EVERGREEN DR N #4 HUGO, MN 55038 75 LIVIA IRVINE, CA  92618 1 $421.61101 18.031.21.42.0177 JOHNSON NICHOLAS & COURTNEY M WILMAN 5014 EVERGREEN DR N #3 HUGO, MN 55038 8480 KNOLLWOOD DR MOUNDS VIEW, MN  55112 1 $421.61102 18.031.21.42.0154 GIBBONS JUSTIN M 4935 EDUCATION DR N #2 HUGO, MN 55038 4935 EDUCATION DR N #2 HUGO, MN 55038 1 $421.61103 18.031.21.42.0155 PATRIOT BUSINESS GROUP LLC 4935 EDUCATION DR N #1 HUGO, MN 55038 11620 IRISH AVE N STILLWATER, MN  55082 1 $421.61104 18.031.21.42.0148 TORRES KATELYN 4935 EDUCATION DR N #8 HUGO, MN 55038 4935 EDUCATION DR N #8 HUGO, MN 55038 1 $421.61105 18.031.21.42.0149 HAZEL COLLEEN C & CRAIG C MOMMSEN 4935 EDUCATION DR N #7 HUGO, MN 55038 2309 TART LAKE RD LINO LAKES, MN  55038 1 $421.61106 18.031.21.42.0150 GALLWAS PATRICIA E A & DOUGLAS W 4935 EDUCATION DR N #6 HUGO, MN 55038 5 APPLE ORCHARD CT WHITE BEAR LAKE, MN 55110 1 $421.61107 18.031.21.42.0151 BERKS CHARLES P & JUDITH 4935 EDUCATION DR N #5 HUGO, MN 55038 4935 EDUCATION DR N #5 HUGO, MN 55038 1 $421.61Page 2 of 17 2022 ONEKA PARKWAY IMPROVEMENTS$421.61 / UNITCity of Hugo$76.88 / FRONT FOOT018888‐000$39.38 / FRONT FOOT9/16/2022UNIT FRONT FOOTMill and Overlay: Unit Assessment: Date:UNITSMAP ID PIN PROPERTY OWNERWSB Project:Project Location:Partial Reconstruction: WSB Project No.:PROPERTY OWNER ADDRESS CITY STATEPROPERTY ADDRESS CITY, STATEPreliminary Assessment RollROADWAY ASSESSMENT108 18.031.21.42.0152 SCHILLING RICHARD 4935 EDUCATION DR N #4 HUGO, MN 55038 7720 209TH ST NFOREST LAKE, MN  55025 1 $421.61109 18.031.21.42.0153 HUNTER SHEILA M 4935 EDUCATION DR N #3 HUGO, MN 55038 4935 EDUCATION DR N #3 HUGO, MN 55038 1 $421.61110 18.031.21.42.0129 LUKE JEANNINE 4945 EDUCATION DR N #2 HUGO, MN 55038 4945 EDUCATION DR N #2 HUGO, MN 55038 1 $421.61111 18.031.21.42.0130 MARTIN ANDREW P 4945 EDUCATION DR N #1 HUGO, MN 55038 4945 EDUCATION DR N #1 HUGO, MN 55038 1 $421.61112 18.031.21.42.0125 KAPFER TERRENCE C 4945 EDUCATION DR N #6 HUGO, MN 55038 4945 EDUCATION DR N #6 HUGO, MN 55038 1 $421.61113 18.031.21.42.0126 ZAHLER NICHOLAS 4945 EDUCATION DR N #5 HUGO, MN 55038 4945 EDUCATION DR N #5 HUGO, MN 55038 1 $421.61114 18.031.21.42.0127 FOX TERRI M 4945 EDUCATION DR N #4 HUGO, MN 55038 4945 EDUCATION DR N #4 HUGO, MN 55038 1 $421.61115 18.031.21.42.0128 AMBOURN SARAH C 4945 EDUCATION DR N #3 HUGO, MN 55038 4945 EDUCATION DR N #3 HUGO, MN 55038 1 $421.61116 18.031.21.42.0123 QUIRK CHRISTINE 4963 EMMIT DR N #2 HUGO, MN 55038 4963 EMMIT DR N #2 HUGO, MN 55038 1 $421.61117 18.031.21.42.0124 CARLSON JOSEPH B 4963 EMMIT DR N #1 HUGO, MN 55038 4963 EMMIT DR N #1 HUGO, MN 55038 1 $421.61118 18.031.21.42.0119 MCCARTY MICHELLE L 4963 EMMIT DR N #6 HUGO, MN 55038 4963 EMMIT DR N #6 HUGO, MN 55038 1 $421.61119 18.031.21.42.0120 ZHANG CHUNGIE & KANG SEN 4963 EMMIT DR N #5 HUGO, MN 55038 3325 VICTORIA ST N SHOREVIEW, MN  55126 1 $421.61120 18.031.21.42.0121 FLAGSHIP PROPERTY MANAGEMENT LLC 4963 EMMIT DR N #4 HUGO, MN 55038 11490 SANDCASTLE DR WOODBURY, MN  55129 1 $421.61121 18.031.21.42.0122 SCHILLING RICHARD 4963 EMMIT DR N #3 HUGO, MN 55038 7720 209TH ST NFOREST LAKE, MN  55025 1 $421.61122 18.031.21.42.0109 4951 EMMIT LLC 4964 EMMIT DR N #7 HUGO, MN 55038 4707 HIGHWAY 61 N #118 WHITE BEAR LAKE, MN  55110 1 $421.61CURRENT OWNER 4964 EMMIT DR N #7 HUGO, MN 55038 15216 FANNING DR NHUGO, MN 55038123 18.031.21.42.0110 PEREZ LISA & HENRY 4964 EMMIT DR N #8 HUGO, MN 55038 1392 TIMBERWOLF TRL LINO LAKES, MN  55038 1 $421.61124 18.031.21.42.0103 EIKLENBORG RAYETTE A 4964 EMMIT DR N #1 HUGO, MN 55038 4964 EMMIT DR N #1 HUGO, MN 55038 1 $421.61125 18.031.21.42.0104 HILGER JONATHAN C 4964 EMMIT DR N #2 HUGO, MN 55038 4964 EMMIT DR N #2 HUGO, MN 55038 1 $421.61126 18.031.21.42.0105 GRANT JAMES E & SUSAN A 4964 EMMIT DR N #3 HUGO, MN 55038 4182 OAKMEDE LN WHITE BEAR LAKE, MN  55110 1 $421.61127 18.031.21.42.0106 SCHILLING RICHARD 4964 EMMIT DR N #4 HUGO, MN 55038 7720 209TH ST NFOREST LAKE, MN  55025 1 $421.61128 18.031.21.42.0107 DARKSTAR DAKOTA & SARAH THAYER 4964 EMMIT DR N #5 HUGO, MN 55038 4964 EMMIT DR N #5 HUGO, MN 55038 1 $421.61129 18.031.21.42.0108 PATRIOT BUSINESS GROUP LLC 4964 EMMIT DR N #6 HUGO, MN 55038 11620 IRISH AVE N STILLWATER, MN  55082 1 $421.61CURRENT OWNER 4964 EMMIT DR N #6 HUGO, MN 55038 3321 BELDEN DR ST. ANTHONY, MN 55418130 18.031.21.13.0023 DABROWSKA‐SOMMERS JOANNA 4969 EDUCATION DR N #2 HUGO, MN 55038 658 4TH AVE NE NEW BRIGHTON, MN  55112 1 $421.61131 18.031.21.13.0024 TINOCO JUAN C & DOREMI 4969 EDUCATION DR N #1 HUGO, MN 55038 7624 DUNMORE RD WOODBURY, MN  55129 1 $421.61132 18.031.21.13.0019 HANSON MISTY L 4969 EDUCATION DR N #6 HUGO, MN 55038 4969 EDUCATION DR N #6 HUGO, MN 55038 1 $421.61133 18.031.21.13.0020 DEGONDA ANTHONY G 4969 EDUCATION DR N #5 HUGO, MN 55038 13100 182ND ST NMARINE ON ST. CROIX, MN  55047 1 $421.61134 18.031.21.13.0021 TOLLEFSON TERESA 4969 EDUCATION DR N #4 HUGO, MN 55038 4969 EDUCATION DR N #4 HUGO, MN 55038 1 $421.61135 18.031.21.13.0022 KILL ANDREW & HANNAH SOBCZAK 4969 EDUCATION DR N #3 HUGO, MN 55038 4969 EDUCATION DR N #3 HUGO, MN 55038 1 $421.61136 18.031.21.13.0015 BARBARA N HANSON TRS 4979 EDUCATION DR NHUGO, MN 55038 523 EAST AVE UNIT 301 RED WING, MN  55066 1 $421.61137 18.031.21.13.0029 VITALIS CHRISTOPHER J 4970 EMMIT DR N #2 HUGO, MN 55038 4970 EMMIT DR N #2 HUGO, MN 55038 1 $421.61138 18.031.21.13.0030 DISTLER ALYSSA 4970 EMMIT DR N #1 HUGO, MN 55038 4970 EMMIT DR N #1 HUGO, MN 55038 1 $421.61139 18.031.21.13.0025 WICHERN SHARI L 4970 EMMIT DR N #6 HUGO, MN 55038 4970 EMMIT DR N #6 HUGO, MN 55038 1 $421.61140 18.031.21.13.0026 MOLEX STEVEN JR 4970 EMMIT DR N #5 HUGO, MN 55038 4970 EMMIT DR N #5 HUGO, MN 55038 1 $421.61141 18.031.21.13.0027 CRAMBLIT JOEL 4970 EMMIT DR N #4 HUGO, MN 55038 4970 EMMIT DR N #4 HUGO, MN 55038 1 $421.61142 18.031.21.13.0028 ARVIG ADAM R 4970 EMMIT DR N #3 HUGO, MN 55038 4970 EMMIT DR N #3 HUGO, MN 55038 1 $421.61143 18.031.21.13.0036 SALAZAR ESTEFANIA 4961 EMMIT DR N #2 HUGO, MN 55038 4961 EMMIT DR N #2 HUGO, MN 55038 1 $421.61144 18.031.21.13.0037 CLARE D LILLIS & KATHLEEN F LILLIS TRS 4961 EMMIT DR N #1 HUGO, MN 55038 15460 EMINENCE AVE N #2 HUGO, MN  55038 1 $421.61145 18.031.21.13.0032 PITZELE HOPE A 4961 EMMIT DR N #6 HUGO, MN 55038 4961 EMMIT DR N #6 HUGO, MN 55038 1 $421.61146 18.031.21.13.0033 YANG JINHUI 4961 EMMIT DR N #5 HUGO, MN 55038 6429 MARGARETS LN EDINA, MN  55439 1 $421.61147 18.031.21.13.0034 GOLV CHRISTOPHER J & ANNA C 4961 EMMIT DR N #4 HUGO, MN 55038 4961 EMMIT DR N #4 HUGO, MN 55038 1 $421.61148 18.031.21.13.0035 BERRY SHAWN 4961 EMMIT DR N #3 HUGO, MN 55038 4961 EMMIT DR N #3 HUGO, MN 55038 1 $421.61149 18.031.21.42.0117 GUSE CHRISTINA M 4960 EMMIT DR N #7 HUGO, MN 55038 1716 10TH ST SE FOREST LAKE, MN  55025 1 $421.61150 18.031.21.42.0118 KRAUPA LAURA E 4960 EMMIT DR N #8 HUGO, MN 55038 4960 EMMIT DR N #8 HUGO, MN 55038 1 $421.61151 18.031.21.42.0111 KIRCHOFF CONSTANCE 4960 EMMIT DR N #1 HUGO, MN 55038 4960 EMMIT DR N #1 HUGO, MN 55038 1 $421.61152 18.031.21.42.0112 BRELJE ALEXANDRA 4960 EMMIT DR N #2 HUGO, MN 55038 4960 EMMIT DR N #2 HUGO, MN 55038 1 $421.61153 18.031.21.42.0113 PATRIOT BUSINESS GROUP LLC 4960 EMMIT DR N #3 HUGO, MN 55038 11620 IRISH AVE N STILLWATER, MN  55082 1 $421.61154 18.031.21.42.0114 THOR AUSTIN & SYDNEY 4960 EMMIT DR N #4 HUGO, MN 55038 4960 EMMIT DR N #4 HUGO, MN 55038 1 $421.61155 18.031.21.42.0115 GOOD TASHINA & CUTIS 4960 EMMIT DR N #5 HUGO, MN 55038 4960 EMMIT DR N #5 HUGO, MN 55038 1 $421.61156 18.031.21.42.0116 PATRIOT BUSINESS GROUP LLC 4960 EMMIT DR N #6 HUGO, MN 55038 11620 IRISH AVE N STILLWATER, MN  55082 1 $421.61157 18.031.21.42.0095 STANTON TROY 4951 EMMIT DR N #7 HUGO, MN 55038 7571 260TH ST WYOMING, MN  55092 1 $421.61158 18.031.21.42.0096 MAGILL NATALIE 4951 EMMIT DR N #8 HUGO, MN 55038 4951 EMMIT DR N #8 HUGO, MN 55038 1 $421.61159 18.031.21.42.0089 JENSEN RYAN 4951 EMMIT DR N #1 HUGO, MN 55038 4951 EMMIT DR N #1 HUGO, MN 55038 1 $421.61160 18.031.21.42.0090 PATRIOT BUSINESS GROUP LLC 4951 EMMIT DR N #2 HUGO, MN 55038 11620 IRISH AVE N STILLWATER, MN  55082 1 $421.61Page 3 of 17 2022 ONEKA PARKWAY IMPROVEMENTS$421.61 / UNITCity of Hugo$76.88 / FRONT FOOT018888‐000$39.38 / FRONT FOOT9/16/2022UNIT FRONT FOOTMill and Overlay: Unit Assessment: Date:UNITSMAP ID PIN PROPERTY OWNERWSB Project:Project Location:Partial Reconstruction: WSB Project No.:PROPERTY OWNER ADDRESS CITY STATEPROPERTY ADDRESS CITY, STATEPreliminary Assessment RollROADWAY ASSESSMENT161 18.031.21.42.0091 WENZEL LAURA J 4951 EMMIT DR N #3 HUGO, MN 55038 4951 EMMIT DR N #3 HUGO, MN 55038 1 $421.61162 18.031.21.42.0092 BRONK DANIEL M & SHANNON M 4951 EMMIT DR N #4 HUGO, MN 55038 21775 OLINDA LN NSCANDIA, MN 55073 1 $421.61163 18.031.21.42.0093 SCHILLING RICHARD 4951 EMMIT DR N #5 HUGO, MN 55038 7720 209TH ST NFOREST LAKE, MN  55025 1 $421.61164 18.031.21.42.0094 4951 EMMIT LLC 4951 EMMIT DR N #6 HUGO, MN 55038 4707 HWY 61 N #118 WHITE BEAR LAKE, MN  55110 1 $421.61165 18.031.21.42.0101 KASELLA ANTON J 4947 EMMIT DR N #2 HUGO, MN 55038 4947 EMMIT DR N #2 HUGO, MN 55038 1 $421.61166 18.031.21.42.0102 JOHNSON CLAYTON 4947 EMMIT DR N #1 HUGO, MN 55038 4947 EMMIT DR N #1 HUGO, MN 55038 1 $421.61167 18.031.21.42.0097 4951 EMMIT LLC 4947 EMMIT DR N #6 HUGO, MN 55038 4707 HIGHWAY 61 N #118 WHITE BEAR LAKE, MN 55110 1 $421.61168 18.031.21.42.0098 STACHE KEITH 4947 EMMIT DR N #5 HUGO, MN 55038 4947 EMMIT DR N #5 HUGO, MN 55038 1 $421.61169 18.031.21.42.0099 REICHOW AUSTIN T & KASEY M 4947 EMMIT DR N #4 HUGO, MN 55038 4947 EMMIT DR N #4 HUGO, MN 55038 1 $421.61170 18.031.21.42.0100 CNL PROPERTIES LLC 4947 EMMIT DR N #3 HUGO, MN 55038 6514 WHITE OAK RD LINO LAKES, MN  55038 1 $421.61171 18.031.21.13.0042 LARSON LORI 4952 EMMIT DR N #2 HUGO, MN 55038 2601 SOUTH SHORE BLVD WHITE BEAR LAKE, MN  55110 1 $421.61172 18.031.21.13.0043 SCHLTZ JASON D & MORGAN L LEHRKE 4952 EMMIT DR N #1 HUGO, MN 55038 4952 EMMIT DR N #1 HUGO, MN 55038 1 $421.61173 18.031.21.13.0038 SCHULKE NICHOLAS A & MINDY 4952 EMMIT DR N #6 HUGO, MN 55038 500 ROBERT ST N #605 ST. PAUL, MN  55101 1 $421.61174 18.031.21.13.0039 WOOD MICHELLE 4952 EMMIT DR N #5 HUGO, MN 55038 4952 EMMIT DR N #5 HUGO, MN 55038 1 $421.61175 18.031.21.13.0040 PENZENSTADLER MICHAEL J 4952 EMMIT DR N #4 HUGO, MN 55038 4952 EMMIT DR N #4 HUGO, MN 55038 1 $421.61176 18.031.21.13.0041 SCHILLING RICHARD 4952 EMMIT DR N #3 HUGO, MN 55038 7720 209TH ST NFOREST LAKE, MN  55025 1 $421.61177 18.031.21.42.0087 PATRIOT BUSINESS GROUP LLC 4948 EMMIT DR N #2 HUGO, MN 55038 11620 IRISH AVE N STILLWATER, MN  55082 1 $421.61178 18.031.21.42.0088 WOLF LAURA E 4948 EMMIT DR N #1 HUGO, MN 55038 4948 EMMIT DR N #1 HUGO, MN 55038 1 $421.61179 18.031.21.42.0083 JOHNSON CHELSEA 4948 EMMIT DR N #6 HUGO, MN 55038 4948 EMMIT DR N #6 HUGO, MN 55038 1 $421.61180 18.031.21.42.0084 DAHL JOSHUA S 4948 EMMIT DR N #5 HUGO, MN 55038 4948 EMMIT DR N #5 HUGO, MN 55038 1 $421.61181 18.031.21.42.0085 PATRIOT BUSINESS GROUP LLC 4948 EMMIT DR N #4 HUGO, MN 55038 11620 IRISH AVE N STILLWATER, MN  55082 1 $421.61182 18.031.21.42.0086 WOLFF KAITLYN 4948 EMMIT DR N #3 HUGO, MN 55038 4948 EMMIT DR N #3 HUGO, MN 55038 1 $421.61183 18.031.21.42.0211 SODERBERG RICHARD D & MELINDA E 4948 EVERGREEN DR N #7 HUGO, MN 55038 3619 KREY AVE VADNAIS HEIGHTS, MN  55127 1 $421.61184 18.031.21.42.0212 MARTINEZ KIMBERLY 4948 EVERGREEN DR N #8 HUGO, MN 55038 4948 EVERGREEN DR N #8 HUGO, MN 55038 1 $421.61185 18.031.21.42.0205 PEICKERT CHRISTOPHER & LORI 4948 EVERGREEN DR N #1 HUGO, MN 55038 6514 WHITE OAK RD LINO LAKES, MN  55038 1 $421.61186 18.031.21.42.0206 COYAN BRITTANY & ERIK 4948 EVERGREEN DR N #2 HUGO, MN 55038 4948 EVERGREEN DR N #2 HUGO, MN 55038 1 $421.61187 18.031.21.42.0207 AN QI & FAN FEI 4948 EVERGREEN DR N #3 HUGO, MN 55038 4971 STERLING GROVE LN SAN DIEGO, CA  92130 1 $421.61188 18.031.21.42.0208 STEWART EMILY 4948 EVERGREEN DR N #4 HUGO, MN 55038 4948 EVERGREEN DR N #4 HUGO, MN 55038 1 $421.61189 18.031.21.42.0209 WALZ RYAN M & LINDSEY CURTIS 4948 EVERGREEN DR N #5 HUGO, MN 55038 4948 EVERGREEN DR N #5 HUGO, MN 55038 1 $421.61190 18.031.21.42.0210 WEISS CAROLYN A 4948 EVERGREEN DR N #6 HUGO, MN 55038 4948 EVERGREEN DR N #6 HUGO, MN 55038 1 $421.61191 18.031.21.42.0219 DEGONDA ANTHONY 4946 EVERGREEN DR N #7 HUGO, MN 55038 13100 182ND ST NMARINE ON ST. CROIX, MN  55047 1 $421.61192 18.031.21.42.0213 CARON ALLEN J 4946 EVERGREEN DR N #1 HUGO, MN 55038 17558 INDUS ST NE FOREST LAKE, MN 55025 1 $421.61193 18.031.21.42.0220 SU CHANG 4946 EVERGREEN DR N #8 HUGO, MN 55038 3186 117TH LN NE BLAINE, MN  55449 1 $421.61194 18.031.21.42.0214 CARL WILLIAM C 4946 EVERGREEN DR N #2 HUGO, MN 55038 4946 EVERGREEN DR N #2 HUGO, MN 55038 1 $421.61195 18.031.21.42.0215 GRUN HEIDI A 4946 EVERGREEN DR N #3 HUGO, MN 55038 4946 EVERGREEN DR N #3 HUGO, MN 55038 1 $421.61196 18.031.21.42.0216 BERTOZZI BREANNA 4946 EVERGREEN DR N #4 HUGO, MN 55038 4946 EVERGREEN DR N #4 HUGO, MN 55038 1 $421.61197 18.031.21.42.0217 BERRY JON P 4946 EVERGREEN DR N #5 HUGO, MN 55038 4946 EVERGREEN DR N #5 HUGO, MN 55038 1 $421.61198 18.031.21.42.0218 HOFFMAN DIANA L 4946 EVERGREEN DR N #6 HUGO, MN 55038 4946 EVERGREEN DR N #6 HUGO, MN 55038 1 $421.61199 18.031.21.42.0023 NORD KATHERINE 4825 ELM DR N #2 HUGO, MN 55038 4825 ELM DR N #2 HUGO, MN 55038 1 $421.61200 18.031.21.42.0024 MAGISTAD ARIEL J 4825 ELM DR N #1 HUGO, MN 55038 4825 ELM DR N #1 HUGO, MN 55038 1 $421.61201 18.031.21.42.0019 CHAVEZ SCOT J 4825 ELM DR N #6 HUGO, MN 55038 4825 ELM DR N #6 HUGO, MN 55038 1 $421.61202 18.031.21.42.0020 SCHWARTZ KENNETH A & RHONDA J 4825 ELM DR N #5 HUGO, MN 55038 4825 ELM DR N #5 HUGO, MN 55038 1 $421.61203 18.031.21.42.0021 JOHNSON JOANNA L 4825 ELM DR N #4 HUGO, MN 55038 4825 ELM DR N #4 HUGO, MN 55038 1 $421.61204 18.031.21.42.0022 STEUSSY SHELDON & MELISSA 4825 ELM DR N #3 HUGO, MN 55038 4825 ELM DR N #3 HUGO, MN 55038 1 $421.61CURRENT OWNER 4825 ELM DR N #8 HUGO, MN 55038 4825 ELM DR N #8 HUGO, MN 55038204B 18.031.21.13.0073 TVEIT SHAWN & SARAH OCHOA 4825 ELM DR N #7 HUGO, MN 55038 4825 ELM DR N #7 HUGO, MN 55038 1 $421.61205 18.031.21.13.0056 JORDAN DANIEL & VICKI R 4827 ELM DR N #2 HUGO, MN 55038 4827 ELM DR N #2 HUGO, MN 55038 1 $421.61206 18.031.21.13.0057 KUENZLI SARAH E 4827 ELM DR N #1 HUGO, MN 55038 4827 ELM DR N #1 HUGO, MN 55038 1 $421.61207 18.031.21.13.0052 BRUCE BRENDA 4827 ELM DR N #6 HUGO, MN 55038 4827 ELM DR N #6 HUGO, MN 55038 1 $421.61208 18.031.21.13.0053 OLSON ERIC J 4827 ELM DR N #5 HUGO, MN 55038 4827 ELM DR N #5 HUGO, MN 55038 1 $421.61209 18.031.21.13.0054 HINZE ALICIA M 4827 ELM DR N #4 HUGO, MN 55038 1735 TRAIL ROAD MENDOTA HEIGHTS, MN 55118 1 $421.61210 18.031.21.13.0055 GRANT JAMES E & SUSAN A 4827 ELM DR N #3 HUGO, MN 55038 4182 OAKMEDE LN WHITE BEAR LAKE, MN  55110 1 $421.61211 18.031.21.13.0050 ROACH‐GERARD ZACHARY K & ASHLEY M GERARD 4826 ELM DR N #2 HUGO, MN 55038 4826 ELM DR N #2 HUGO, MN 55038 1 $421.61212 18.031.21.13.0051 ZHENG LEIJUN 4826 ELM DR N #1 HUGO, MN 55038 6432 SHADDYVIEW LN NMAPLE GROVE, MN  55311 1 $421.61213 18.031.21.13.0044 LAWRENCE SEAN M 4826 ELM DR N #8 HUGO, MN 55038 4826 ELM DR N #8 HUGO, MN 55038 1 $421.61Page 4 of 17 2022 ONEKA PARKWAY IMPROVEMENTS$421.61 / UNITCity of Hugo$76.88 / FRONT FOOT018888‐000$39.38 / FRONT FOOT9/16/2022UNIT FRONT FOOTMill and Overlay: Unit Assessment: Date:UNITSMAP ID PIN PROPERTY OWNERWSB Project:Project Location:Partial Reconstruction: WSB Project No.:PROPERTY OWNER ADDRESS CITY STATEPROPERTY ADDRESS CITY, STATEPreliminary Assessment RollROADWAY ASSESSMENT214 18.031.21.13.0045 JORDAN CARLOS R 4826 ELM DR N #7 HUGO, MN 55038 4826 ELM DR N #7 HUGO, MN 55038 1 $421.61215 18.031.21.13.0046 BACHMAN DANIEL & LANE WENDY 4826 ELM DR N #6 HUGO, MN 55038 4826 ELM DR N #6 HUGO, MN 55038 1 $421.61216 18.031.21.13.0047 TILLEY ASHLEY A 4826 ELM DR N #5 HUGO, MN 55038 4826 ELM DR N #5 HUGO, MN 55038 1 $421.61217 18.031.21.13.0048 HEHR ALAN & CARLY A 4826 ELM DR N #4 HUGO, MN 55038 4826 ELM DR N #4 HUGO, MN 55038 1 $421.61218 18.031.21.13.0049 MINA JUDY 4826 ELM DR N #3 HUGO, MN 55038 19874 DEERBROOKE PATH FARMINGTON, MN  55024 1 $421.61219 18.031.21.42.0029 PAULSON LONA & JAY 4824 ELM DR N #2 HUGO, MN 55038 128 HERITAGE TRAIL HOULTON, WI 54082 1 $421.61220 18.031.21.42.0030 PATRIOT BUSINESS GROUP LLC 4824 ELM DR N #1 HUGO, MN 55038 11620 IRISH AVE N STILLWATER, MN  55082 1 $421.61221 18.031.21.42.0025 KOHS TODD 4824 ELM DR N #6 HUGO, MN 55038 920 BROADWAY WFOREST LAKE, MN  55025 1 $421.61222 18.031.21.42.0026 CAROLL GEORGE 4824 ELM DR N #5 HUGO, MN 55038 4824 ELM DR N #5 HUGO, MN 55038 1 $421.61223 18.031.21.42.0027 KOTILA DWIGHT 4824 ELM DR N #4 HUGO, MN 55038 4824 ELM DR N #4 HUGO, MN 55038 1 $421.61224 18.031.21.42.0028 KUANG FAMILY TRS 4824 ELM DR N #3 HUGO, MN 55038 75 LIVIA IRVINE, CA  92618 1 $421.61225 18.031.21.42.0041 EDSTROM MATTHEW R 4822 ELM DR N #2 HUGO, MN 55038 4822 ELM DR N #2 HUGO, MN 55038 1 $421.61226 18.031.21.42.0042 VIZENOR EMILEE 4822 ELM DR N #1 HUGO, MN 55038 4822 ELM DR N #1 HUGO, MN 55038 1 $421.61227 18.031.21.42.0037 SCHILLING RICHARD 4822 ELM DR N #6 HUGO, MN 55038 7720 209TH ST NFOREST LAKE, MN  55025 1 $421.61228 18.031.21.42.0038 GANTRIIS PETER  & KATHRYN 4822 ELM DR N #5 HUGO, MN 55038 PO BOX 507 WILLERNIE, MN 55090 1 $421.61229 18.031.21.42.0039 GANTRIIS PETER D & KATHRYN K 4822 ELM DR N #4 HUGO, MN 55038 PO BOX 506 WILLERNIE, MN 55090 1 $421.61230 18.031.21.42.0040 CARLSON ANGELA 4822 ELM DR N #3 HUGO, MN 55038 4822 ELM DR N #3 HUGO, MN 55038 1 $421.61231 18.031.21.42.0035 LIU XINGLIANG & FUJIA HAN 4823 ELM DR N #2 HUGO, MN 55038 159 SADDLE BROOK DRIVE OAKBROOK, IL 60523 1 $421.61232 18.031.21.42.0036 ANDERSON SYDNEY E 4823 ELM DR N #1 HUGO, MN 55038 4823 ELM DR N #1 HUGO, MN 55038 1 $421.61233 18.031.21.42.0031 VASQUEZ ANGELICA 4823 ELM DR N #6 HUGO, MN 55038 4823 ELM DR N #6 HUGO, MN 55038 1 $421.61234 18.031.21.42.0032 LIU XINGLIANG & FUJIA HAN 4823 ELM DR N #5 HUGO, MN 55038 159 SADDLE BROOK DRIVE OAKBROOK, IL 60523 1 $421.61235 18.031.21.42.0033 MALACK ALLISON M 4823 ELM DR N #4 HUGO, MN 55038 4823 ELM DR N #4 HUGO, MN 55038 1 $421.61236 18.031.21.42.0034 HETRICK JEFFREY M 4823 ELM DR N #3 HUGO, MN 55038 4823 ELM DR N #3 HUGO, MN 55038 1 $421.61237 18.031.21.42.0049 CHEA LARRY T 4821 ELM DR N #2 HUGO, MN 55038 PO BOX 7154 MINNEAPOLIS, MN 55407 1 $421.61238 18.031.21.42.0050 AHLIN JEANNE L & DENNIS G 4821 ELM DR N #1 HUGO, MN 55038 461 HARTLEY PLACE DULUTH, MN  55803 1 $421.61239 18.031.21.42.0043 NEUMANN SUZANNE 4821 ELM DR N #8 HUGO, MN 55038 4821 ELM DR N #8 HUGO, MN 55038 1 $421.61240 18.031.21.42.0044 PEICKERT TYLER 4821 ELM DR N #7 HUGO, MN 55038 4821 ELM DR N #7 HUGO, MN 55038 1 $421.61241 18.031.21.42.0045 DAH EH K 4821 ELM DR N #6 HUGO, MN 55038 4821 ELM DR N #6 HUGO, MN 55038 1 $421.61242 18.031.21.42.0046 PATRIOT BUSINESS GROUP LLC 4821 ELM DR N #5 HUGO, MN 55038 11620 IRISH AVE N STILLWATER, MN  55082 1 $421.61243 18.031.21.42.0047 RIERMANN CALEB R 4821 ELM DR N #4 HUGO, MN 55038 4821 ELM DR N #4 HUGO, MN 55038 1 $421.61244 18.031.21.42.0048 LARKIN ROBERT 4821 ELM DR N #3 HUGO, MN 55038 4821 ELM DR N #3 HUGO, MN 55038 1 $421.61245 18.031.21.42.0071 WANG YE 4818 EDUCATION DR N #5 HUGO, MN 55038 3186 117TH LN NE BLAINE, MN  55449 1 $421.61246 18.031.21.42.0072 PEICKERT TYLER 4818 EDUCATION DR N #6 HUGO, MN 55038 6514 WHITE OAK RD LINO LAKES, MN  55038 1 $421.61247 18.031.21.42.0067 PATRIOT BUSINESS GROUP LLC 4818 EDUCATION DR N #1 HUGO, MN 55038 11620 IRISH AVE N STILLWATER, MN  55082 1 $421.61248 18.031.21.42.0068 GARVIN BETHANY ETAL 4818 EDUCATION DR N #2 HUGO, MN 55038 4818 EDUCATION DR N #2 HUGO, MN 55038 1 $421.61249 18.031.21.42.0069 ROLLEFSON WILLIAM C 4818 EDUCATION DR N #3 HUGO, MN 55038 10107 74TH AVE NW GIG HARBOR, WA 98332 1 $421.61250 18.031.21.42.0070 ANDERSON GLENN A 4818 EDUCATION DR N #4 HUGO, MN 55038 4818 EDUCATION DR N #4 HUGO, MN 55038 1 $421.61257 18.031.21.14.0072 VOGLER LUANNE 5116 FARNHAM DR NHUGO, MN 55038 5116 FARNHAM DR NHUGO, MN 55038 1 $421.61251 18.031.21.13.0086 MULONGO BUMANA 4802 EDUCATION DR N #7 HUGO, MN 55038 4802 EDUCATION DR N #7 HUGO, MN 55038 1 $421.61252 18.031.21.13.0087 WALLACE ERIKA A 4802 EDUCATION DR N #8 HUGO, MN 55038 4802 EDUCATION DR N #8 HUGO, MN 55038 1 $421.61253 18.031.21.13.0082 HINES KAITLIN N 4802 EDUCATION DR N #3 HUGO, MN 55038 4802 EDUCATION DR N #3 HUGO, MN 55038 1 $421.61254 18.031.21.13.0083 WAHL MATTHEW 4802 EDUCATION DR N #4 HUGO, MN 55038 4802 EDUCATION DR N #4 HUGO, MN 55038 1 $421.61255 18.031.21.13.0084 PEICKERT CHRISTOPHER & LORI 4802 EDUCATION DR N #5 HUGO, MN 55038 6514 WHITE OAK RD LINO LAKES, MN  55038 1 $421.61256 18.031.21.13.0085 AN QI & FAN FEI 4802 EDUCATION DR N #6 HUGO, MN 55038 4971 STERLING GROVE LN SAN DIEGO, CA  92130 1 $421.61256A 18.031.21.42.0081 KOHS SHEILA 4802 EDUCATION DR N #1 HUGO, MN 55038 920 BROADWAY WFOREST LAKE, MN 55025 1 $421.61256B 18.031.21.42.0082 MAC LAN 4802 EDUCATION DR N #2 HUGO, MN 55038 4802 EDUCATION DR N #2 HUGO, MN 55038 1 $421.61258 18.031.21.14.0071 LETHERT SUZANNE 5114 FARNHAM DR NHUGO, MN 55038 5114 FARNHAM DR NHUGO, MN 55038 1 $421.61259 18.031.21.14.0070 FAY DAVID & AMY SCHELLACK 5112 FARNHAM DR NHUGO, MN 55038 5112 FARNHAM DR NHUGO, MN 55038 1 $421.61260 18.031.21.14.0069 DETLIE ANNELISE M 5110 FARNHAM DR NHUGO, MN 55038 5110 FARNHAM DR NHUGO, MN 55038 1 $421.61261 18.031.21.14.0073 PETT CHRISTOPHER G & JODIE A 5118 FARNHAM DR NHUGO, MN 55038 17958 CORAL SEA ST NE HAM LAKE, MN  55304 1 $421.61262 18.031.21.14.0074 GROSS BOBBIE J 5120 FARNHAM DR NHUGO, MN 55038 5120 FARNHAM DR NHUGO, MN 55038 1 $421.61263 18.031.21.14.0075 MUELLERLEILE BEN & KIM 5122 FARNHAM DR NHUGO, MN 55038 5122 FARNHAM DR NHUGO, MN 55038 1 $421.61264 18.031.21.14.0076 JAMES LISA A 5124 FARNHAM DR NHUGO, MN 55038 5124 FARNHAM DR NHUGO, MN 55038 1 $421.61265 18.031.21.14.0077 EVERHART SUSAN K 5126 FARNHAM DR NHUGO, MN 55038 5126 FARNHAM DR NHUGO, MN 55038 1 $421.61266 18.031.21.14.0078 GUERTIN DONNA J 5128 FARNHAM DR NHUGO, MN 55038 5128 FARNHAM DR NHUGO, MN 55038 1 $421.61Page 5 of 17 2022 ONEKA PARKWAY IMPROVEMENTS$421.61 / UNITCity of Hugo$76.88 / FRONT FOOT018888‐000$39.38 / FRONT FOOT9/16/2022UNIT FRONT FOOTMill and Overlay: Unit Assessment: Date:UNITSMAP ID PIN PROPERTY OWNERWSB Project:Project Location:Partial Reconstruction: WSB Project No.:PROPERTY OWNER ADDRESS CITY STATEPROPERTY ADDRESS CITY, STATEPreliminary Assessment RollROADWAY ASSESSMENT267 18.031.21.14.0079 TANK AMY 5130 FARNHAM DR NHUGO, MN 55038 5130 FARNHAM DR NHUGO, MN 55038 1 $421.61268 18.031.21.14.0080 DELANEY WILLIAM A & DIANNA 5132 FARNHAM DR NHUGO, MN 55038 5132 FARNHAM DR NHUGO, MN 55038 1 $421.61269 18.031.21.14.0081 HUDGENS JAMES W 5134 FARNHAM DR NHUGO, MN 55038 5134 FARNHAM DR NHUGO, MN 55038 1 $421.61270 18.031.21.14.0082 BOHN DENA 5136 FARNHAM DR NHUGO, MN 55038 5136 FARNHAM DR NHUGO, MN 55038 1 $421.61271 18.031.21.14.0083 GABRIELSON THOMAS A & CARLIRAE A RONNING 5138 FARNHAM DR NHUGO, MN 55038 5138 FARNHAM DR NHUGO, MN 55038 1 $421.61272 18.031.21.14.0084 EIKLENBORG TROY 5140 FARNHAM DR NHUGO, MN 55038 5140 FARNHAM DR NHUGO, MN 55038 1 $421.61273 18.031.21.14.0085 LOHMANN STEPHANIE 5142 FARNHAM DR NHUGO, MN 55038 5142 FARNHAM DR NHUGO, MN 55038 1 $421.61274 18.031.21.14.0086 BOCKMAN LUCAS A 5144 FARNHAM DR NHUGO, MN 55038 5144 FARNHAM DR NHUGO, MN 55038 1 $421.61275 18.031.21.14.0087 THOMPSON SHELLY M 5146 FARNHAM DR NHUGO, MN 55038 23137 EVERTON BAY NFOREST LAKE, MN  55025 1 $421.61276 18.031.21.14.0088 CHRISTIANSON MELANIE 5148 FARNHAM DR NHUGO, MN 55038 5148 FARNHAM DR NHUGO, MN 55038 1 $421.61277 18.031.21.14.0089 BASSETT BRYAN K & CINDY J 5158 FARNHAM DR NHUGO, MN 55038 5158 FARNHAM DR NHUGO, MN 55038 1 $421.61278 18.031.21.14.0090 LI RUIQI 5160 FARNHAM DR NHUGO, MN 55038 5160 FARNHAM DR NHUGO, MN 55038 1 $421.61279 18.031.21.14.0091 HOFF RANDY R & NATALIE A BOXRUD 5162 FARNHAM DR NHUGO, MN 55038 5162 FARNHAM DR NHUGO, MN 55038 1 $421.61280 18.031.21.14.0092 HELWIG JOHN C & LYNNE M 5164 FARNHAM DR NHUGO, MN 55038 5164 FARNHAM DR NHUGO, MN 55038 1 $421.61281 18.031.21.14.0093 RUSTAD SUSAN J & DAVID W O'BRIEN 5165 FARNHAM DR NHUGO, MN 55038 5165 FARNHAM DR NHUGO, MN 55038 1 $421.61282 18.031.21.14.0094 CAPOCASA BRADLEY W & WILLIAM CAPOCASA 5167 FARNHAM DR NHUGO, MN 55038 5167 FARNHAM DR NHUGO, MN 55038 1 $421.61283 18.031.21.14.0095 FINN GEORGE R JR 5169 FARNHAM DR NHUGO, MN 55038 5169 FARNHAM DR NHUGO, MN 55038 1 $421.61284 18.031.21.14.0096 SCHULTZ CHRISTOPHER & BRENDA 5171 FARNHAM DR NHUGO, MN 55038 5171 FARNHAM DR NHUGO, MN 55038 1 $421.61285 18.031.21.14.0097 FORD LORI 5173 FARNHAM DR NHUGO, MN 55038 5173 FARNHAM DR NHUGO, MN 55038 1 $421.61286 18.031.21.14.0098 SIM JAMES R & DAWN I 5175 FARNHAM DR NHUGO, MN 55038 5175 FARNHAM DR NHUGO, MN 55038 1 $421.61287 18.031.21.14.0099 LEFTO JOSEPH M 5177 FARNHAM DR NHUGO, MN 55038 26305 GLEN OAK DR WYOMING, MN  55092 1 $421.61288 18.031.21.14.0100 MANSHIP DAVID J 5179 FARNHAM DR NHUGO, MN 55038 5179 FARNHAM DR NHUGO, MN 55038 1 $421.61289 18.031.21.14.0101 PAN LINGZHOU & LEIJUN ZHENG 5181 FARNHAM DR NHUGO, MN 55038 6432 SHADYVIEW LN NMAPLE GROVE, MN  55311 1 $421.61290 18.031.21.14.0102 ALBERS REBECCA 5183 FARNHAM DR NHUGO, MN 55038 5183 FARNHAM DR NHUGO, MN 55038 1 $421.61291 18.031.21.14.0103 BALDWIN LAURA L 5185 FARNHAM DR NHUGO, MN 55038 5185 FARNHAM DR NHUGO, MN 55038 1 $421.61292 18.031.21.14.0104 GAGNE JESSICA L 5187 FARNHAM DR NHUGO, MN 55038 5187 FARNHAM DR NHUGO, MN 55038 1 $421.61293 18.031.21.14.0105 LI ZHIFANG & YIFEI ZHANG 5189 FARNHAM DR NHUGO, MN 55038 7014 TUPA CIR EDINA, MN  55439 1 $421.61294 18.031.21.14.0106 HEDICAN KATHRYN 5191 FARNHAM DR NHUGO, MN 55038 5191 FARNHAM DR NHUGO, MN 55038 1 $421.61295 18.031.21.14.0107 LANGEWISCH MELISSA A 5193 FARNHAM DR NHUGO, MN 55038 5193 FARNHAM DR NHUGO, MN 55038 1 $421.61296 18.031.21.14.0108 GREEN DAVID P & CYNTHIA A 5195 FARNHAM DR NHUGO, MN 55038 5195 FARNHAM DR NHUGO, MN 55038 1 $421.61297 18.031.21.14.0109 TESCH MELISSA 5180 FARNHAM DR NHUGO, MN 55038 5180 FARNHAM DR NHUGO, MN 55038 1 $421.61298 18.031.21.14.0110 TRUDELL SHARON M 5178 FARNHAM DR NHUGO, MN 55038 5178 FARNHAM DR NHUGO, MN 55038 1 $421.61299 18.031.21.14.0111 REN LAN & LINGBU KONG 5176 FARNHAM DR NHUGO, MN 55038 5176 FARNHAM DR NHUGO, MN 55038 1 $421.61300 18.031.21.14.0112 COLLOVA EDWARD J 5174 FARNHAM DR NHUGO, MN 55038 14210 GENEVA WAY NHUGO, MN 55038 1 $421.61301 18.031.21.14.0113 SMILANICH SUSAN R 5172 FARNHAM DR NHUGO, MN 55038 5172 FARNHAM DR NHUGO, MN 55038 1 $421.61302 18.031.21.14.0114 HENDERSON ALLEN 5170 FARNHAM DR NHUGO, MN 55038 5170 FARNHAM DR NHUGO, MN 55038 1 $421.61303 18.031.21.14.0115 TROM KIM ETAL 5168 FARNHAM DR NHUGO, MN 55038 5168 FARNHAM DR NHUGO, MN 55038 1 $421.61304 18.031.21.14.0116 HUSEBY JEFFREY I 5166 FARNHAM DR NHUGO, MN 55038 5166 FARNHAM DR NHUGO, MN 55038 1 $421.61305 18.031.21.14.0117 THOMSON KEVIN & DEBORAH 5156 FARNHAM DR NHUGO, MN 55038 5156 FARNHAM DR NHUGO, MN 55038 1 $421.61306 18.031.21.14.0118 THE PATRIOT BUSINESS GROUP 5154 FARNHAM DR NHUGO, MN 55038 11620 IRISH AVE N STILLWATER, MN  55082 1 $421.61307 18.031.21.14.0119 HEILMANN JONATHAN 5152 FARNHAM DR NHUGO, MN 55038 5152 FARNHAM DR NHUGO, MN 55038 1 $421.61308 18.031.21.14.0120 YANG VANDEE & YING XIONG 5150 FARNHAM DR NHUGO, MN 55038 5150 FARNHAM DR NHUGO, MN 55038 1 $421.61312 18.031.21.14.0124 JOHNSON JOHNY R & VICKI L 5157 FARNHAM DR NHUGO, MN 55038 8480 KNOLLWOOD DR MOUNDS VIEW, MN  55112 1 $421.61311 18.031.21.14.0123 GOBBLEY BOBBIE JO 5159 FARNHAM DR NHUGO, MN 55038 5159 FARNHAM DR NHUGO, MN 55038 1 $421.61310 18.031.21.14.0122 BIENIEK RICHARD A 5161 FARNHAM DR NHUGO, MN 55038 5161 FARNHAM DR NHUGO, MN 55038 1 $421.61309 18.031.21.14.0121 RANDALL F SETTEVIG TRS 5163 FARNHAM DR NHUGO, MN 55038 5163 FARNHAM DR NHUGO, MN 55038 1 $421.61313 18.031.21.14.0125 MOGA GEOFFREY J 5145 FARNHAM DR NHUGO, MN 55038 5145 FARNHAM DR NHUGO, MN 55038 1 $421.61314 18.031.21.14.0126 DOMAGALL MICHELLE J & THOMAS W 5143 FARNHAM DR NHUGO, MN 55038 5143 FARNHAM DR NHUGO, MN 55038 1 $421.61315 18.031.21.14.0127 KANZ TIFFANY 5141 FARNHAM DR NHUGO, MN 55038 5141 FARNHAM DR NHUGO, MN 55038 1 $421.61316 18.031.21.14.0128 CHRISTENSEN CORDELL 5137 FARNHAM DR NHUGO, MN 55038 5137 FARNHAM DR NHUGO, MN 55038 1 $421.61317 18.031.21.14.0129 KELLY LANA M 5135 FARNHAM DR NHUGO, MN 55038 5135 FARNHAM DR NHUGO, MN 55038 1 $421.61318 18.031.21.14.0130 WILCOXEN MEGAN 5133 FARNHAM DR NHUGO, MN 55038 5133 FARNHAM DR NHUGO, MN 55038 1 $421.61319 18.031.21.14.0131 MCDONALD MARY A 5131 FARNHAM DR NHUGO, MN 55038 5131 FARNHAM DR NHUGO, MN 55038 1 $421.61320 18.031.21.14.0132 AB CONSULTING SERVICES LTD 5123 FARNHAM DR NHUGO, MN 55038 5123 FARNHAM DR NHUGO, MN 55038 1 $421.61321 18.031.21.14.0133 GOG MELISSA & MARTIN 5121 FARNHAM DR NHUGO, MN 55038 5121 FARNHAM DR NHUGO, MN 55038 1 $421.61Page 6 of 17 2022 ONEKA PARKWAY IMPROVEMENTS$421.61 / UNITCity of Hugo$76.88 / FRONT FOOT018888‐000$39.38 / FRONT FOOT9/16/2022UNIT FRONT FOOTMill and Overlay: Unit Assessment: Date:UNITSMAP ID PIN PROPERTY OWNERWSB Project:Project Location:Partial Reconstruction: WSB Project No.:PROPERTY OWNER ADDRESS CITY STATEPROPERTY ADDRESS CITY, STATEPreliminary Assessment RollROADWAY ASSESSMENT322 18.031.21.14.0134 LOGER JASON C & KEITH D LOGER 5119 FARNHAM DR NHUGO, MN 55038 5637 157TH WAY NHUGO, MN 55038 1 $421.61323 18.031.21.14.0135 HAGEN KAREN R 5117 FARNHAM DR NHUGO, MN 55038 5117 FARNHAM DR NHUGO, MN 55038 1 $421.61324 18.031.21.14.0136 FOBAIR JUDY R 5107 FARNHAM DR NHUGO, MN 55038 5107 FARNHAM DR NHUGO, MN 55038 1 $421.61325 18.031.21.14.0137 ZIMMERMAN CHAD & JENNA 5105 FARNHAM DR NHUGO, MN 55038 5105 FARNHAM DR NHUGO, MN 55038 1 $421.61326 18.031.21.14.0138 GERARD JASON P 5103 FARNHAM DR NHUGO, MN 55038 255 HWY 97 #2A FOREST LAKE, MN 55025 1 $421.61327 18.031.21.14.0139 HELFMAN STEVEN R & SUSAN M 5101 FARNHAM DR NHUGO, MN 55038 5101 FARNHAM DR NHUGO, MN 55038 1 $421.61328 18.031.21.14.0068 KUDU PROPERTIES LLC 5108 FARNHAM DR NHUGO, MN 55038 12180 UPPER HEATHER AVE NHUGO, MN 55038 1 $421.61329 18.031.21.14.0067 HPA II BORROWER 2020‐1 ML LLC 5106 FARNHAM DR NHUGO, MN 55038 120 RIVERSIDE PLZ S #2000 CHICAGO, IL  60606 1 $421.61330 18.031.21.14.0066 SHLAFERMAN‐KALLEMEYN LIV TRS 5104 FARNHAM DR NHUGO, MN 55038 394 BEERS HUMBIRD RD SAGLE, ID  83860 1 $421.61331 18.031.21.14.0065 OMORI MIYOKO 5102 FARNHAM DR NHUGO, MN 55038 5102 FARNHAM DR NHUGO, MN 55038 1 $421.61332 18.031.21.41.0008 KOPP NICOLE AND DAVID 15485 FARNHAM AVE NHUGO, MN 55038 15485 FARNHAM AVE NHUGO, MN 55038 1 $421.61333 18.031.21.41.0009 HARRINGTON AMY K 15483 FARNHAM AVE NHUGO, MN 55038 15483 FARNHAM AVE NHUGO, MN 55038 1 $421.61334 18.031.21.41.0010 MUEHLSTEDT ANNIE 15481 FARNHAM AVE NHUGO, MN 55038 15481 FARNHAM AVE NHUGO, MN 55038 1 $421.61335 18.031.21.41.0011 HEDSTROM MICHAEL & KATHLEEN 15479 FARNHAM AVE NHUGO, MN 55038 11185 6TH ST CIR SLAKE ELMO, MN  55042 1 $421.61336 18.031.21.41.0012 RICHARDSON AMANDA R 15477 FARNHAM AVE NHUGO, MN 55038 15477 FARNHAM AVE NHUGO, MN 55038 1 $421.61337 18.031.21.41.0013 QUINN JAMES J & MARIA C 15475 FARNHAM AVE NHUGO, MN 55038 15475 FARNHAM AVE NHUGO, MN 55038 1 $421.61338 18.031.21.41.0014 THE PATRIOT BUSINESS GROUP 15473 FARNHAM AVE NHUGO, MN 55038 11620 IRISH AVE N STILLWATER, MN  55082 1 $421.61339 18.031.21.41.0015 SOK SAMBO & SOKEANG LOR 15471 FARNHAM AVE NHUGO, MN 55038 15471 FARNHAM AVE NHUGO, MN 55038 1 $421.61340 18.031.21.41.0016 BURNS CHRISTOPHER T 15469 FARNHAM AVE NHUGO, MN 55038 15469 FARNHAM AVE NHUGO, MN 55038 1 $421.61341 18.031.21.41.0017 MARUSKA RACHEL 15467 FARNHAM AVE NHUGO, MN 55038 15467 FARNHAM AVE NHUGO, MN 55038 1 $421.61342 18.031.21.41.0018 LINN NANCY 15465 FARNHAM AVE NHUGO, MN 55038 15465 FARNHAM AVE NHUGO, MN 55038 1 $421.61343 18.031.21.41.0019 HOY DERRIK J 15444 FOSTER DR NHUGO, MN 55038 15444 FOSTER DR NHUGO, MN 55038 1 $421.61344 18.031.21.41.0020 SILVER JOSEPH D 15442 FOSTER DR NHUGO, MN 55038 15442 FOSTER DR NHUGO, MN 55038 1 $421.61345 18.031.21.41.0021 ECKLIN SEAN & SARA 15440 FOSTER DR NHUGO, MN 55038 2137 4TH ST WHITE BEAR LAKE, MN 55110 1 $421.61346 18.031.21.41.0022 SU CHANG 15438 FOSTER DR NHUGO, MN 55038 3186 117TH LN NE BLAINE, MN  55449 1 $421.61347 18.031.21.41.0023 PAGEL LINDSET 15436 FOSTER DR NHUGO, MN 55038 15436 FOSTER DR NHUGO, MN 55038 1 $421.61348 18.031.21.41.0024 DYE THOMAS & KAREN 15434 FOSTER DR NHUGO, MN 55038 15434 FOSTER DR NHUGO, MN 55038 1 $421.61349 18.031.21.41.0025 TORGUSSON CHRISTI 15432 FOSTER DR NHUGO, MN 55038 15432 FOSTER DR NHUGO, MN 55038 1 $421.61350 18.031.21.41.0026 MOHS MATHEW 15430 FOSTER DR NHUGO, MN 55038 15430 FOSTER DR NHUGO, MN 55038 1 $421.61351 18.031.21.41.0027 SIMANOVICH GENNADIY 15428 FOSTER DR NHUGO, MN 55038 7111 PEONY LN N OSSEO, MN  55331 1 $421.61352 18.031.21.41.0028 YOUNGREN AMY J 15426 FOSTER DR NHUGO, MN 55038 15426 FOSTER DR NHUGO, MN 55038 1 $421.61353 18.031.21.41.0029 BRUNE HEATHER R & CHAD 15424 FOSTER DR NHUGO, MN 55038 5712 157TH CIRCLE NHUGO, MN 55038 1 $421.61354 18.031.21.41.0030 RUSH NANCY 15422 FOSTER DR NHUGO, MN 55038 15422 FOSTER DR NHUGO, MN 55038 1 $421.61355 18.031.21.41.0031 COLEMAN DANA 15420 FOSTER DR NHUGO, MN 55038 15420 FOSTER DR NHUGO, MN 55038 1 $421.61356 18.031.21.41.0032 POGONES AMANDA K 15418 FOSTER DR NHUGO, MN 55038 15418 FOSTER DR NHUGO, MN 55038 1 $421.61357 18.031.21.41.0033 GORDON THOMAS E & RITA J 15416 FOSTER DR NHUGO, MN 55038 15416 FOSTER DR NHUGO, MN 55038 1 $421.61358 18.031.21.41.0034 FAUST SUSAN J 15414 FOSTER DR NHUGO, MN 55038 15414 FOSTER DR NHUGO, MN 55038 1 $421.61359 18.031.21.41.0035 MARTIN KATHLEEN D 15412 FOSTER DR NHUGO, MN 55038 15412 FOSTER DR NHUGO, MN 55038 1 $421.61360 18.031.21.41.0036 DONALDSON JAMES & MICHELLE EICHINGER 15410 FOSTER DR NHUGO, MN 55038 15410 FOSTER DR NHUGO, MN 55038 1 $421.61361 18.031.21.41.0072 DAHLIN JOSHUA 15427 FOSTER DR NHUGO, MN 55038 15427 FOSTER DR NHUGO, MN 55038 1 $421.61362 18.031.21.41.0073 VANPELT RICHARD C & JOAN M 15429 FOSTER DR NHUGO, MN 55038 15429 FOSTER DR NHUGO, MN 55038 1 $421.61363 18.031.21.41.0074 NORGAARD STEPHANIE 15431 FOSTER DR NHUGO, MN 55038 15431 FOSTER DR NHUGO, MN 55038 1 $421.61364 18.031.21.41.0075 REED KAREN 15433 FOSTER DR NHUGO, MN 55038 15433 FOSTER DR NHUGO, MN 55038 1 $421.61365 18.031.21.41.0076 GERARD JASON P 15435 FOSTER DR NHUGO, MN 55038 255 HWY 97 #2A FOREST LAKE, MN 55025 1 $421.61366 18.031.21.41.0077 JENSEN NICHOLAS B 15437 FOSTER DR NHUGO, MN 55038 14817 LANGON PL EDEN PRAIRIE, MN  55437 1 $421.61368 18.031.21.41.0079 HALL STEVEN J 15441 FOSTER DR NHUGO, MN 55038 15441 FOSTER DR NHUGO, MN 55038 1 $421.61369 18.031.21.41.0080 ZHAO LIN & SHAN JIANG 15443 FOSTER DR NHUGO, MN 55038 9391 SUMMERLIN RD WOODBURY, MN 55129 1 $421.61370 18.031.21.41.0081 SPRAFKA JAMES P & LYDIA M 15445 FOSTER DR NHUGO, MN 55038 15445 FOSTER DR NHUGO, MN 55038 1 $421.61371 18.031.21.41.0082 COLLOVA EDWARD J 15408 FARNHAM AVE NHUGO, MN 55038 14210 GENEVA WAY NHUGO, MN 55038 1 $421.61372 18.031.21.41.0083 MAGNUSON REBECCA M 15406 FARNHAM AVE NHUGO, MN 55038 15406 FARNHAM AVE NHUGO, MN 55038 1 $421.61373 18.031.21.41.0084 SELLMAN DALARNA 15404 FARNHAM AVE NHUGO, MN 55038 15404 FARNHAM AVE NHUGO, MN 55038 1 $421.61374 18.031.21.41.0085 BIRCHEM SHERRY L 15402 FARNHAM AVE NHUGO, MN 55038 15402 FARNHAM AVE NHUGO, MN 55038 1 $421.61375 18.031.21.41.0086 PARSONS WILLIAM J 15398 FARNHAM AVE NHUGO, MN 55038 3384 CENTRE ST SHOREVIEW, MN  55126 1 $421.61376 18.031.21.41.0087 KOENIG NATHAN T 15396 FARNHAM AVE NHUGO, MN 55038 15396 FARNHAM AVE NHUGO, MN 55038 1 $421.61367 18.031.21.41.0078 POZEGA DAVID & SUSAN 15439 FOSTER DR NHUGO, MN 55038 15439 FOSTER DR NHUGO, MN 55038 1 $421.61Page 7 of 17 2022 ONEKA PARKWAY IMPROVEMENTS$421.61 / UNITCity of Hugo$76.88 / FRONT FOOT018888‐000$39.38 / FRONT FOOT9/16/2022UNIT FRONT FOOTMill and Overlay: Unit Assessment: Date:UNITSMAP ID PIN PROPERTY OWNERWSB Project:Project Location:Partial Reconstruction: WSB Project No.:PROPERTY OWNER ADDRESS CITY STATEPROPERTY ADDRESS CITY, STATEPreliminary Assessment RollROADWAY ASSESSMENT377 18.031.21.41.0088 ECK CHELSEY L 15394 FARNHAM AVE NHUGO, MN 55038 15394 FARNHAM AVE NHUGO, MN 55038 1 $421.61378 18.031.21.41.0089 RIHM JOHN B 15392 FARNHAM AVE NHUGO, MN 55038 15392 FARNHAM AVE NHUGO, MN 55038 1 $421.61379 18.031.21.41.0090 SWENSON ALLA V 15376 FARNHAM AVE NHUGO, MN 55038 15376 FARNHAM AVE NHUGO, MN 55038 1 $421.61380 18.031.21.41.0091 WILEBSKI TED A III 15374 FARNHAM AVE NHUGO, MN 55038 2238 HAZELWOOD ST MAPLEWOOD, MN  55109 1 $421.61381 18.031.21.41.0092 VIZENOR MIKE 15372 FARNHAM AVE NHUGO, MN 55038 1245 25TH ST HUDSON, WI 54016 1 $421.61382 18.031.21.41.0057 TORGRIMSON ANDREW & APRIL 15359 FOSTER DR NHUGO, MN 55038 15359 FOSTER DR NHUGO, MN 55038 1 $421.61383 18.031.21.41.0058 MCGOLDRICK BRIAN J 15361 FOSTER DR NHUGO, MN 55038 36 MOONLIGH BAY STILLWATER, MN  55082 1 $421.61384 18.031.21.41.0059 MATEYKA STEVEN C & PATRICIA A 15363 FOSTER DR NHUGO, MN 55038 15363 FOSTER DR NHUGO, MN 55038 1 $421.61385 18.031.21.41.0060 ROSE DANIEL R 15365 FOSTER DR NHUGO, MN 55038 7087 W TURNSTONE DRIVE FLORENCE, AZ 85132‐6057 1 $421.61386 18.031.21.41.0061 BLACHFELNER ADRIAN J & KATHLEEN J BLACHFELNER 15367 FOSTER DR NHUGO, MN 55038 15367 FOSTER DR NHUGO, MN 55038 1 $421.61387 18.031.21.41.0062 COLLOVA NELLIE J & LEWIS J RUSTAD 15369 FOSTER DR NHUGO, MN 55038 15369 FOSTER DR NHUGO, MN 55038 1 $421.61388 18.031.21.41.0063 BARNES ROBERT G & CARRIE A 15371 FOSTER DR NHUGO, MN 55038 15371 FOSTER DR NHUGO, MN 55038 1 $421.61389 18.031.21.41.0064 DANIEL BREANNA M & GARRETT J WAGNER 15373 FOSTER DR NHUGO, MN 55038 15373 FOSTER DR NHUGO, MN 55038 1 $421.61390 18.031.21.41.0065 PATRIOT BUSINESS GROUP LLC 15375 FOSTER DR NHUGO, MN 55038 11620 IRISH AVE N STILLWATER, MN  55082 1 $421.61391 18.031.21.41.0066 ANDERSON SANDRA L 15377 FOSTER DR NHUGO, MN 55038 15377 FOSTER DR NHUGO, MN 55038 1 $421.61392 18.031.21.41.0067 TEMBREULL MITCHELL M 15379 FOSTER DR NHUGO, MN 55038 15379 FOSTER DR NHUGO, MN 55038 1 $421.61393 18.031.21.41.0068 FINK ROBERT P & MARCIA K 15401 FOSTER DR NHUGO, MN 55038 15401 FOSTER DR NHUGO, MN 55038 1 $421.61394 18.031.21.41.0069 HARRINGTON DAVID L & BEVERLY J 15403 FOSTER DR NHUGO, MN 55038 15403 FOSTER DR NHUGO, MN 55038 1 $421.61395 18.031.21.41.0070 VEIMAN PAIGE L 15405 FOSTER DR NHUGO, MN 55038 16585 INGERSOLL AVE NHUGO, MN 55038 1 $421.61396 18.031.21.41.0071 COOPER BLAKE R & KAYLA M TIETZ 15407 FOSTER DR NHUGO, MN 55038 15407 FOSTER DR NHUGO, MN 55038 1 $421.61397 18.031.21.41.0037 WARREN JAMES BRYAN & LINDA L 15408 FOSTER DR NHUGO, MN 55038 15408 FOSTER DR NHUGO, MN 55038 1 $421.61399 18.031.21.41.0039 YOUNGDAHL BARBARA J 15404 FOSTER DR NHUGO, MN 55038 15404 FOSTER DR NHUGO, MN 55038 1 $421.61398 18.031.21.41.0038 TUCKER JON M & JOY M 15406 FOSTER DR NHUGO, MN 55038 15406 FOSTER DR NHUGO, MN 55038 1 $421.61400 18.031.21.41.0040 JONES JERRY A & JUDITH L 15402 FOSTER DR NHUGO, MN 55038 15402 FOSTER DR NHUGO, MN 55038 1 $421.61401 18.031.21.41.0041 LOHMAN THOMAS 15380 FOSTER DR NHUGO, MN 55038 15380 FOSTER DR NHUGO, MN 55038 1 $421.61402 18.031.21.41.0042 MCGOLDRICK BRIAN J 15378 FOSTER DR NHUGO, MN 55038 36 MOONLIGH BAY STILLWATER, MN  55082 1 $421.61403 18.031.21.41.0043 JOHNSON EMILY P 15376 FOSTER DR NHUGO, MN 55038 15376 FOSTER DR NHUGO, MN 55038 1 $421.61404 18.031.21.41.0044 ERICSON BRIAN M & HEIDI L 15374 FOSTER DR NHUGO, MN 55038 15374 FOSTER DR NHUGO, MN 55038 1 $421.61405 18.031.21.41.0045 DAHLBERG JENNA 15372 FOSTER DR NHUGO, MN 55038 1620 HILL RIDGE TERR MINNETONKA, MN  55305 1 $421.61406 18.031.21.41.0046 BALTHAZOR DANIEL M 15370 FOSTER DR NHUGO, MN 55038 15370 FOSTER DR NHUGO, MN 55038 1 $421.61407 18.031.21.41.0047 VOLK SHIRLEY 15368 FOSTER DR NHUGO, MN 55038 15368 FOSTER DR NHUGO, MN 55038 1 $421.61408 18.031.21.41.0048 JOHNSON MATTHEW J & REBECCA L 15366 FOSTER DR NHUGO, MN 55038 15366 FOSTER DR NHUGO, MN 55038 1 $421.61409 18.031.21.41.0049 SCHLECHT JOHN W & TERESA A 15364 FOSTER DR NHUGO, MN 55038 15364 FOSTER DR NHUGO, MN 55038 1 $421.61410 18.031.21.41.0050 LABARRE ALEX & NATALIE 15362 FOSTER DR NHUGO, MN 55038 15362 FOSTER DR NHUGO, MN 55038 1 $421.61411 18.031.21.41.0051 HOSSAIN SAYEDA & RAQIBUL HASSAN 15360 FOSTER DR NHUGO, MN 55038 15360 FOSTER DR NHUGO, MN 55038 1 $421.61416 18.031.21.41.0056 ENZ BARBARA K 15350 FOSTER DR NHUGO, MN 55038 4910 149TH ST N #5 HUGO, MN 55038 1 $421.61412 18.031.21.41.0052 WIENKE LYNELLE & JERRY W 15358 FOSTER DR NHUGO, MN 55038 15358 FOSTER DR NHUGO, MN 55038 1 $421.61413 18.031.21.41.0053 LAVONNE E MENNE REV TRS 15356 FOSTER DR NHUGO, MN 55038 15356 FOSTER DR NHUGO, MN 55038 1 $421.61414 18.031.21.41.0054 MARY A VANGEN TRS 15354 FOSTER DR NHUGO, MN 55038 15354 FOSTER DR NHUGO, MN 55038 1 $421.61415 18.031.21.41.0055 NELSON VALORIE J 15352 FOSTER DR NHUGO, MN 55038 15352 FOSTER DR NHUGO, MN 55038 1 $421.61417 18.031.21.41.0102 STOIANOVICI SIMONA & HAROLD A CHANG 15351 FALK DR NHUGO, MN 55038 15351 FALK DR NHUGO, MN 55038 1 $421.61418 18.031.21.41.0103 NESS DANIEL A & CHERYL L 15353 FALK DR NHUGO, MN 55038 15353 FALK DR NHUGO, MN 55038 1 $421.61419 18.031.21.41.0104 PECHMANN SAMUEL & JAIME 15355 FALK DR NHUGO, MN 55038 15355 FALK DR NHUGO, MN 55038 1 $421.61421 18.031.21.41.0106 CURRENT OWNER 15359 FALK DR NHUGO, MN 55038 15359 FALK DR NHUGO, MN 55038 1 $421.61422 18.031.21.41.0107 WILLS SAMANTHA 15361 FALK DR NHUGO, MN 55038 15361 FALK DR NHUGO, MN 55038 1 $421.61423 18.031.21.41.0108 EGGERT BRIAN J & BRENDA M HARVIEX 15363 FALK DR NHUGO, MN 55038 15363 FALK DR NHUGO, MN 55038 1 $421.61424 18.031.21.41.0109 KRANZ JILL 15365 FALK DR NHUGO, MN 55038 15365 FALK DR NHUGO, MN 55038 1 $421.61425 18.031.21.41.0110 BRONSON KRISTEN 15367 FALK DR NHUGO, MN 55038 15367 FALK DR NHUGO, MN 55038 1 $421.61426 18.031.21.41.0111 MITCHELL CARRIE L ETAL 15369 FALK DR NHUGO, MN 55038 15369 FALK DR NHUGO, MN 55038 1 $421.61427 18.031.21.41.0112 TES CONSTRUCTION INC 15371 FALK DR NHUGO, MN 55038 17149 LINCOLN ST NE #600 HAM LAKE, MN  55304 1 $421.61428 18.031.21.41.0113 NELSON ELIZABETH & JEFFRY WATERMAN 15381 FALK DR NHUGO, MN 55038 15381 FALK DR NHUGO, MN 55038 1 $421.61429 18.031.21.41.0114 RIESGRAF MATTHEW B 15383 FALK DR NHUGO, MN 55038 15383 FALK DR NHUGO, MN 55038 1 $421.61430 18.031.21.41.0115 ROCHELLE L PHILLIPS REV LIV TRS 15385 FALK DR NHUGO, MN 55038 22605 OLINDA TRL NSCANDIA, MN 55073 1 $421.61431 18.031.21.41.0116 HPA JV BORROWER 2019‐1 ML LLC 15387 FALK DR NHUGO, MN 55038 6500 INTERNATIONAL PKWY #1100 PLANO, TX 75093 1 $421.61432 18.031.21.41.0117 ULRICH SARAH 15391 FALK DR NHUGO, MN 55038 15391 FALK DR NHUGO, MN 55038 1 $421.61Page 8 of 17 2022 ONEKA PARKWAY IMPROVEMENTS$421.61 / UNITCity of Hugo$76.88 / FRONT FOOT018888‐000$39.38 / FRONT FOOT9/16/2022UNIT FRONT FOOTMill and Overlay: Unit Assessment: Date:UNITSMAP ID PIN PROPERTY OWNERWSB Project:Project Location:Partial Reconstruction: WSB Project No.:PROPERTY OWNER ADDRESS CITY STATEPROPERTY ADDRESS CITY, STATEPreliminary Assessment RollROADWAY ASSESSMENT434 18.031.21.41.0119 ARMON SHARI L 15395 FALK DR NHUGO, MN 55038 15395 FALK DR NHUGO, MN 55038 1 $421.61433 18.031.21.41.0118 CRISPIN ANALI 15393 FALK DR NHUGO, MN 55038 15393 FALK DR NHUGO, MN 55038 1 $421.61435 18.031.21.41.0120 HUGHES PAUL D 15411 FARNHAM AVE NHUGO, MN 55038 15411 FARNHAM AVE NHUGO, MN 55038 1 $421.61436 18.031.21.41.0121 FALLON RICHARD & SHARLEEN R LINDEMAN 15413 FARNHAM AVE NHUGO, MN 55038 15413 FARNHAM AVE NHUGO, MN 55038 1 $421.61437 18.031.21.41.0122 OWEN KATHLEEN E 15415 FARNHAM AVE NHUGO, MN 55038 15415 FARNHAM AVE NHUGO, MN 55038 1 $421.61438 18.031.21.41.0123 MORETT APRIL 15462 FREEDOM DR NHUGO, MN 55038 15462 FREEDOM DR NHUGO, MN 55038 1 $421.61439 18.031.21.41.0124 GRAMSE JENNIFER L 15460 FREEDOM DR NHUGO, MN 55038 15460 FREEDOM DR NHUGO, MN 55038 1 $421.61440 18.031.21.41.0125 SCHROEDER MARY K 15458 FREEDOM DR NHUGO, MN 55038 15458 FREEDOM DR NHUGO, MN 55038 1 $421.61441 18.031.21.41.0126 DURAM GENE R 15456 FREEDOM DR NHUGO, MN 55038 15456 FREEDOM DR NHUGO, MN 55038 1 $421.61442 18.031.21.41.0140 CARON CHAD 15438 FREEDOM DR NHUGO, MN 55038 15438 FREEDOM DR NHUGO, MN 55038 1 $421.61443 18.031.21.41.0141 BEISWENGER RACHEL E 15436 FREEDOM DR NHUGO, MN 55038 15436 FREEDOM DR NHUGO, MN 55038 1 $421.61444 18.031.21.41.0142 LOBINSKY REALTY LLC 15434 FREEDOM DR NHUGO, MN 55038 1407 MOUND TRL CENTERVILLE, MN  55038 1 $421.61445 18.031.21.41.0143 MASSIE CHRISTINE J 15432 FREEDOM DR NHUGO, MN 55038 15432 FREEDOM DR NHUGO, MN 55038 1 $421.61446 18.031.21.41.0144 HUTCHINSON MARIA T 15408 FREEDOM DR NHUGO, MN 55038 15408 FREEDOM DR NHUGO, MN 55038 1 $421.61447 18.031.21.41.0145 QUINN KYLE & BRITTANIE AUNE 15406 FREEDOM DR NHUGO, MN 55038 15406 FREEDOM DR NHUGO, MN 55038 1 $421.61448 18.031.21.41.0146 SPARKS NICOLE L & ZACHARY J KRUGER 15404 FREEDOM DR NHUGO, MN 55038 15404 FREEDOM DR NHUGO, MN 55038 1 $421.61449 18.031.21.41.0147 SELSAAS CAROL 15402 FREEDOM DR NHUGO, MN 55038 15402 FREEDOM DR NHUGO, MN 55038 1 $421.61450 18.031.21.41.0148 MCKENZIE COLLEEN M 15386 FREEDOM DR NHUGO, MN 55038 15386 FREEDOM DR NHUGO, MN 55038 1 $421.61451 18.031.21.41.0149 BITTNER CHRISTOPHER & CORRINE 15384 FREEDOM DR NHUGO, MN 55038 15384 FREEDOM DR NHUGO, MN 55038 1 $421.61452 18.031.21.41.0150 KNUTSON SAMANTHA E 15382 FREEDOM DR NHUGO, MN 55038 15382 FREEDOM DR NHUGO, MN 55038 1 $421.61453 18.031.21.41.0151 ANDERSON CRAIG C 15380 FREEDOM DR NHUGO, MN 55038 15380 FREEDOM DR NHUGO, MN 55038 1 $421.61454 18.031.21.41.0152 CZAIA ALLAN & SHARON 15362 FREEDOM DR NHUGO, MN 55038 15362 FREEDOM DR NHUGO, MN 55038 1 $421.61455 18.031.21.41.0153 KERSEY MELISSA 15358 FREEDOM DR NHUGO, MN 55038 15358 FREEDOM DR NHUGO, MN 55038 1 $421.61456 18.031.21.41.0154 LARSON ZACHARY G & JENNIFER M 15354 FREEDOM DR NHUGO, MN 55038 15354 FREEDOM DR NHUGO, MN 55038 1 $421.61457 18.031.21.41.0155 ELAINE BARBARA LESSARD TRS 15350 FREEDOM DR NHUGO, MN 55038 15350 FREEDOM DR NHUGO, MN 55038 1 $421.61458 18.031.21.41.0156 AUGUSTIN JENNIFER L 15336 FREEDOM DR NHUGO, MN 55038 15336 FREEDOM DR NHUGO, MN 55038 1 $421.61459 18.031.21.41.0157 KING MONICA L 15334 FREEDOM DR NHUGO, MN 55038 15334 FREEDOM DR NHUGO, MN 55038 1 $421.61460 18.031.21.41.0158 CHEN JING & XAIOYI ZHU 15332 FREEDOM DR NHUGO, MN 55038 4521 KEITHSON DR ARDEN HILLS, MN  55112 1 $421.61461 18..031.21.41.0159 DUBORD TYLER A 15330 FREEDOM DR NHUGO, MN 55038 15330 FREEDOM DR NHUGO, MN 55038 1 $421.61462 18.031.21.41.0160 THOMAS REUBEN C & DEBORAH K 15306 FREEDOM DR NHUGO, MN 55038 15306 FREEDOM DR NHUGO, MN 55038 1 $421.61463 18.031.21.41.0161 JOHNSON TERESA M 15304 FREEDOM DR NHUGO, MN 55038 15304 FREEDOM DR NHUGO, MN 55038 1 $421.61464 18.031.21.41.0162 SALENE DAVID H & NANCY A PALM 15302 FREEDOM DR NHUGO, MN 55038 15302 FREEDOM DR NHUGO, MN 55038 1 $421.61465 18.031.21.41.0101 PATRICIA H FRICK LIV TRS 15352 FALK DR NHUGO, MN 55038 15352 FALK DR NHUGO, MN 55038 1 $421.61466 18.031.21.41.0100 EPLAND BYRON L & MARILYNN J 15356 FALK DR NHUGO, MN 55038 15356 FALK DR NHUGO, MN 55038 1 $421.61467 18.031.21.41.0099 NELSON ROBYN 15360 FALK DR NHUGO, MN 55038 15360 FALK DR NHUGO, MN 55038 1 $421.61468 18.031.21.41.0098 LUMBO RUXEL R & JOHNA 15364 FALK DR NHUGO, MN 55038 15364 FALK DR NHUGO, MN 55038 1 $421.61469 18.031.21.41.0097 PALMER DUANE E & SIMINTAJ 15370 FALK DR NHUGO, MN 55038 15370 FALK DR NHUGO, MN 55038 1 $421.61470 18.031.21.41.0096 SELBY JILLIAN 15374 FALK DR NHUGO, MN 55038 15374 FALK DR NHUGO, MN 55038 1 $421.61471 18.031.21.41.0095 BENDER LISA & KEVIN L 15376 FALK DR NHUGO, MN 55038 15376 FALK DR NHUGO, MN 55038 1 $421.61472 18.031.21.41.0094 CARDENAS CINDY K 15378 FALK DR NHUGO, MN 55038 15378 FALK DR NHUGO, MN 55038 1 $421.61473 18.031.21.41.0127 ERCHUL JOSEPH A & LYNETTE M 15463 FREEDOM DR NHUGO, MN 55038 15463 FREEDOM DR NHUGO, MN 55038 1 $421.61474 18.031.21.41.0128 CARROLL CASSANDRA M 15461 FREEDOM DR NHUGO, MN 55038 15461 FREEDOM DR NHUGO, MN 55038 1 $421.61475 18.031.21.41.0129 MARTIN JENNIFER 15459 FREEDOM DR NHUGO, MN 55038 15459 FREEDOM DR NHUGO, MN 55038 1 $421.61476 18.031.21.41.0130 GEBHARD TRACY A 15457 FREEDOM DR NHUGO, MN 55038 15457 FREEDOM DR NHUGO, MN 55038 1 $421.61477 18.031.21.41.0131 WOODRUFF BARBIE C M 15455 FREEDOM DR NHUGO, MN 55038 15455 FREEDOM DR NHUGO, MN 55038 1 $421.61478 18.031.21.41.0132 ANDERSON LORA L 15453 FREEDOM DR NHUGO, MN 55038 15453 FREEDOM DR NHUGO, MN 55038 1 $421.61479 18.031.21.41.0133 STEVENS JAMES E & PATRICIA A 15451 FREEDOM DR NHUGO, MN 55038 NF 20 LAKE CHEROKEE LONGVIEW, TX 75603 1 $421.61480 18.031.21.41.0134 HARREN SCOTT E & DEBRA K 15449 FREEDOM DR NHUGO, MN 55038 15449 FREEDOM DR NHUGO, MN 55038 1 $421.61481 18.031.21.41.0135 BARTOS HANNAH 15447 FREEDOM DR NHUGO, MN 55038 15447 FREEDOM DR NHUGO, MN 55038 1 $421.61482 18.031.21.41.0136 DREW SCOTT D & BARBARA L 15445 FREEDOM DR NHUGO, MN 55038 15445 FREEDOM DR NHUGO, MN 55038 1 $421.61483 18.031.21.41.0137 JOHNSON NEIL R & ELLEN R 15443 FREEDOM DR NHUGO, MN 55038 15443 FREEDOM DR NHUGO, MN 55038 1 $421.61484 18.031.21.41.0138 PLUFF RICHARD 15441 FREEDOM DR NHUGO, MN 55038 15441 FREEDOM DR NHUGO, MN 55038 1 $421.61485 18.031.21.41.0139 DONOHUE TIMOTHY R 15439 FREEDOM DR NHUGO, MN 55038 15439 FREEDOM DR NHUGO, MN 55038 1 $421.61486 18.031.21.41.0164 SUSAN M BUDION TRS 5056 FRENCH DR NHUGO, MN 55038 5056 FRENCH DR NHUGO, MN 55038 1 $421.61487 18.031.21.41.0165 LEE ERIC & EVELYN M 5062 FRENCH DR NHUGO, MN 55038 5062 FRENCH DR NHUGO, MN 55038 1 $421.61Page 9 of 17 2022 ONEKA PARKWAY IMPROVEMENTS$421.61 / UNITCity of Hugo$76.88 / FRONT FOOT018888‐000$39.38 / FRONT FOOT9/16/2022UNIT FRONT FOOTMill and Overlay: Unit Assessment: Date:UNITSMAP ID PIN PROPERTY OWNERWSB Project:Project Location:Partial Reconstruction: WSB Project No.:PROPERTY OWNER ADDRESS CITY STATEPROPERTY ADDRESS CITY, STATEPreliminary Assessment RollROADWAY ASSESSMENTCURRENT OWNER 5068 FRENCH DR NHUGO, MN 55038 5068 FRENCH DR NHUGO, MN 55038489 18.031.21.41.0167 HELLER STEPHEN & TRICIA 5074 FRENCH DR NHUGO, MN 55038 5074 FRENCH DR NHUGO, MN 55038 1 $421.61490 18.031.21.41.0168 BUTKOWSKI STACY A 5080 FRENCH DR NHUGO, MN 55038 5080 FRENCH DR NHUGO, MN 55038 1 $421.61491 18.031.21.41.0169 ALLEN BRADY 5086 FRENCH DR NHUGO, MN 55038 5086 FRENCH DR NHUGO, MN 55038 1 $421.61492 18.031.21.41.0170 LEEP DANIEL 5092 FRENCH DR NHUGO, MN 55038 33771 BRANDON LN SAN JUAN CAPISTRANO, CA  92675 1 $421.61493 18.031.21.41.0171 LABOLT KRISTINE 5098 FRENCH DR NHUGO, MN 55038 5098 FRENCH DR NHUGO, MN 55038 1 $421.61494 18.031.21.41.0172 HERKENHOFF RESIDENCE 5102 FRENCH DR NHUGO, MN 55038 5102 FRENCH DR NHUGO, MN 55038 1 $421.61495 18.031.21.41.0173 KHAN NAWAL 5104 FRENCH DR NHUGO, MN 55038 5104 FRENCH DR NHUGO, MN 55038 1 $421.61496 18.031.21.41.0174 VALL NICOLE M 5106 FRENCH DR NHUGO, MN 55038 5106 FRENCH DR NHUGO, MN 55038 1 $421.61497 18.031.21.41.0175 CASTRO CHELSEA T ETAL 5110 FRENCH DR NHUGO, MN 55038 5110 FRENCH DR NHUGO, MN 55038 1 $421.61498 18.031.21.41.0176 GRAHAM LAURALEA & KIERAN GRAHAM 5114 FRENCH DR NHUGO, MN 55038 1353 HEDMAN WAY WHITE BEAR LAKE, MN 55110 1 $421.61499 18.031.21.41.0177 BLUE LISA A 5118 FRENCH DR NHUGO, MN 55038 5118 FRENCH DR NHUGO, MN 55038 1 $421.61500 18.031.21.41.0178 SULEMANKHIL SHAIMA 5122 FRENCH DR NHUGO, MN 55038 1779 96TH AVE HAMMON, WI  54015 1 $421.61501 18.031.21.41.0179 ADAMS DANIEL ETAL 5126 FRENCH DR NHUGO, MN 55038 5126 FRENCH DR NHUGO, MN 55038 1 $421.61502 18.031.21.41.0180 HANSON KRISTY J 5130 FRENCH DR NHUGO, MN 55038 5130 FRENCH DR NHUGO, MN 55038 1 $421.61503 18.031.21.41.0181 LAPP KEVIN M 5134 FRENCH DR NHUGO, MN 55038 5134 FRENCH DR NHUGO, MN 55038 1 $421.61504 18.031.21.41.0182 JENSEN ROCHELLE M 5138 FRENCH DR NHUGO, MN 55038 5138 FRENCH DR NHUGO, MN 55038 1 $421.61505 18.031.21.41.0183 VUE ZOUA 5142 FRENCH DR NHUGO, MN 55038 5142 FRENCH DR NHUGO, MN 55038 1 $421.61506 18.031.21.41.0184 YUE GUOJIN 5146 FRENCH DR NHUGO, MN 55038 1920 S 1ST ST MINNEAPOLIS, MN  55454 1 $421.61507 18.031.21.41.0185 MUELLNER MARK 5150 FRENCH DR NHUGO, MN 55038 5150 FRENCH DR NHUGO, MN 55038 1 $421.61508 18.031.21.44.0150 FISHER BRETT R & LAURA J MURPHY 5149 FRENCH DR NHUGO, MN 55038 5149 FRENCH DR NHUGO, MN 55038 1 $421.61509 18.031.21.44.0151 ABDI KHALID & FADUMASARA ALI 5147 FRENCH DR NHUGO, MN 55038 5147 FRENCH DR NHUGO, MN 55038 1 $421.61510 18.031.21.44.0152 LUTGEN JASON H 5143 FRENCH DR NHUGO, MN 55038 5143 FRENCH DR NHUGO, MN 55038 1 $421.61511 18.031.21.44.0153 MOORE NELLIE P & BRADLEY 5137 FRENCH DR NHUGO, MN 55038 5137 FRENCH DR NHUGO, MN 55038 1 $421.61512 18.031.21.44.0154 LOHMER NATHAN & GREGORY 15235 FANNING DR NHUGO, MN 55038 15235 FANNING DR NHUGO, MN 55038 1 $421.61513 18.031.21.44.0155 15231 FANNING TRS LLC 15231 FANNING DR NHUGO, MN 55038 4707 HWY 61 N #118 WHITE BEAR LAKE, MN 55110 1 $421.61CURRENT OWNER 15231 FANNING DR NHUGO, MN 55038 15350 FREEDOM DR NHUGO, MN 55038514 18.031.21.44.0156 TWIST CAROLYN S & EARL T 15229 FANNING DR NHUGO, MN 55038 15229 FANNING DR NHUGO, MN 55038 1 $421.61515 18.031.21.44.0157 GREGORY J LINDEBERG TRS 15225 FANNING DR NHUGO, MN 55038 15225 FANNING DR NHUGO, MN 55038 1 $421.61516 18.031.21.44.0158 GILLMAN MICHELLE 15204 FANNING DR NHUGO, MN 55038 15204 FANNING DR NHUGO, MN 55038 1 $421.61517 18.031.21.44.0159 FORGA SHARON & FORGA SAMANTHA 15208 FANNING DR NHUGO, MN 55038 15208 FANNING DR NHUGO, MN 55038 1 $421.61518 18.031.21.44.0160 THOMAS JESSICA T 15212 FANNING DR NHUGO, MN 55038 15212 FANNING DR NHUGO, MN 55038 1 $421.61519 18.031.21.44.0161 4951 EMMIT LLC 15216 FANNING DR NHUGO, MN 55038 4707 HWY 61 N #118 WHITE BEAR LAKE, MN  55110 1 $421.61CURRENT OWNER 15216 FANNING DR NHUGO, MN 55038 4707 HWY 61 N #118 WHITE BEAR LAKE, MN  55110520 18.031.21.44.0162 MCDERMOTT JACOB & ABBIE 15220 FANNING DR NHUGO, MN 55038 10350 GRAND OAKS TRAIL WOODBURY, MN 55129 1 $421.61521 18.031.21.44.0163 MINLSCHMIDT DIANA J & THOMAS P 15224 FANNING DR NHUGO, MN 55038 15224 FANNING DR NHUGO, MN 55038 1 $421.61522 18.031.21.44.0164 NESS AMY M 15228 FANNING DR NHUGO, MN 55038 15228 FANNING DR NHUGO, MN 55038 1 $421.61523 18.031.21.44.0165 ALTMAN ANNA E 15232 FANNING DR NHUGO, MN 55038 15232 FANNING DR NHUGO, MN 55038 1 $421.61524 18.031.21.44.0166 HALL TRISHA A 15236 FANNING DR NHUGO, MN 55038 15236 FANNING DR NHUGO, MN 55038 1 $421.61525 18.031.21.44.0167 CALVO LEHI & LAURA 15240 FANNING DR NHUGO, MN 55038 15240 FANNING DR NHUGO, MN 55038 1 $421.61526 18.031.21.44.0168 STARRY KATHLEEN G 15244 FANNING DR NHUGO, MN 55038 15244 FANNING DR NHUGO, MN 55038 1 $421.61527 18.031.21.41.0186 HENNEN SEAN 15248 FANNING DR NHUGO, MN 55038 15248 FANNING DR NHUGO, MN 55038 1 $421.61528 18.031.21.41.0187 POTTRATZ KEVIN 5099 FRENCH DR NHUGO, MN 55038 5099 FRENCH DR NHUGO, MN 55038 1 $421.61529 18.031.21.41.0188 RAUTMANN ERIN C 5093 FRENCH DR NHUGO, MN 55038 5093 FRENCH DR NHUGO, MN 55038 1 $421.61530 18.031.21.41.0189 NELSON RYAN 5087 FRENCH DR NHUGO, MN 55038 3953 MCMENEMY ST VADNAIS HEIGHTS, MN  55127 1 $421.61531 18.031.21.44.0169 JOHNSON JEFFREY T JR 5081 FRENCH DR NHUGO, MN 55038 5081 FRENCH DR NHUGO, MN 55038 1 $421.61532 18.031.21.44.0170 GRAMENZ REBECCA M 5075 FRENCH DR NHUGO, MN 55038 5075 FRENCH DR NHUGO, MN 55038 1 $421.61533 18.031.21.44.0171 JENKINS ASHTON & WHITNEY 5069 FRENCH DR NHUGO, MN 55038 5069 FRENCH DR NHUGO, MN 55038 1 $421.61534 18.031.21.44.0172 JESKA ANTHONY J 5063 FRENCH DR NHUGO, MN 55038 5063 FRENCH DR NHUGO, MN 55038 1 $421.61535 18.031.21.44.0173 ZELLMER‐CASSELBERRY KALLIE & KENDRA 5057 FRENCH DR NHUGO, MN 55038 5057 FRENCH DR NHUGO, MN 55038 1 $421.61536 18.031.21.44.0174 BROWN RYAN 5051 FRENCH DR NHUGO, MN 55038 5051 FRENCH DR NHUGO, MN 55038 1 $421.61537 18.031.21.41.0190 KIELSA NICOLE C 5073 FRENCH DR NHUGO, MN 55038 5073 FRENCH DR NHUGO, MN 55038 1 $421.61538 18.031.21.41.0191 ZUSAN KATHI 5079 FRENCH DR NHUGO, MN 55038 5079 FRENCH DR NHUGO, MN 55038 1 $421.61539 18.031.21.41.0192 5085 FRENCH TRS LLC 5085 FRENCH DR NHUGO, MN 55038 4707 HWY 61 N #118 WHITE BEAR LAKE, MN 55110 1 $421.61540 18.031.21.41.0193 BETTCHER JUANITA A & PAUL T 5091 FRENCH DR NHUGO, MN 55038 5091 FRENCH DR NHUGO, MN 55038 1 $421.61Page 10 of 17 2022 ONEKA PARKWAY IMPROVEMENTS$421.61 / UNITCity of Hugo$76.88 / FRONT FOOT018888‐000$39.38 / FRONT FOOT9/16/2022UNIT FRONT FOOTMill and Overlay: Unit Assessment: Date:UNITSMAP ID PIN PROPERTY OWNERWSB Project:Project Location:Partial Reconstruction: WSB Project No.:PROPERTY OWNER ADDRESS CITY STATEPROPERTY ADDRESS CITY, STATEPreliminary Assessment RollROADWAY ASSESSMENT541 18.031.21.41.0194 ROWAN ANGELA 5097 FRENCH DR NHUGO, MN 55038 5097 FRENCH DR NHUGO, MN 55038 1 $421.61542 18.031.21.44.0175 UKESTAD TERA M 15178 FARNHAM AVE NHUGO, MN 55038 15178 FARNHAM AVE NHUGO, MN 55038 1 $421.61543 18.031.21.44.0176 LESTER TODD C 15182 FARNHAM AVE NHUGO, MN 55038 15182 FARNHAM AVE NHUGO, MN 55038 1 $421.61544 18.031.21.44.0177 MCMAHON JOSEPH P 15186 FARNHAM AVE NHUGO, MN 55038 7105 ARCHER TRL INVER GROVE HEIGHTS, MN 55077 1 $421.61545 18.031.21.44.0178 MICHALEK MARCIN & ISABEL 15190 FARNHAM AVE NHUGO, MN 55038 4060 QUAKER LN NPLYMOUTH, MN  55441 1 $421.61546 18.031.21.44.0179 MURPHY KYLE J & ALEX O GEVING 15194 FARNHAM AVE NHUGO, MN 55038 15194 FARNHAM AVE NHUGO, MN 55038 1 $421.61547 18.031.21.44.0180 FLEMING ROBERT E & VICTORIA G 15198 FARNHAM AVE NHUGO, MN 55038 15198 FARNHAM AVE NHUGO, MN 55038 1 $421.61548 18.031.21.44.0181 BELLE ISLE JORDAN & ANDREA 15162 FARNHAM AVE NHUGO, MN 55038 15162 FARNHAM AVE NHUGO, MN 55038 1 $421.61549 18.031.21.44.0182 JOHNSON RENEE Y 15166 FARNHAM AVE NHUGO, MN 55038 15166 FARNHAM AVE NHUGO, MN 55038 1 $421.61550 18.031.21.44.0183 KENNEDY JAMES & LYNN A 15170 FARNHAM AVE NHUGO, MN 55038 15170 FARNHAM AVE NHUGO, MN 55038 1 $421.61551 18.031.21.44.0184 BREDEMUS MICHELE M & JOHN J 15174 FARNHAM AVE NHUGO, MN 55038 15174 FARNHAM AVE NHUGO, MN 55038 1 $421.61552 18.031.21.44.0126 COLLINS ERIK L & SUSANNE K 15214 FRENCH DR NHUGO, MN 55038 15214 FRENCH DR NHUGO, MN 55038 1 $421.61553 18.031.21.44.0125 KNUTSON HOLLY L 15210 FRENCH DR NHUGO, MN 55038 15210 FRENCH DR NHUGO, MN 55038 1 $421.61554 18.031.21.44.0124 MILLER RICHARD H JR & MACAELA L MILLER 15206 FRENCH DR NHUGO, MN 55038 15206 FRENCH DR NHUGO, MN 55038 1 $421.61555 18.031.21.44.0123 15202 FRENCH LLC 15202 FRENCH DR NHUGO, MN 55038 4707 HWY 61 N #118 WHITE BEAR LAKE, MN 55110 1 $421.61556 18.031.21.44.0122 KIVEL DARYL & COLLIN J 15192 FRENCH DR NHUGO, MN 55038 15192 FRENCH DR NHUGO, MN 55038 1 $421.61557 18.031.21.44.0121 MOGA TAMMY 15188 FRENCH DR NHUGO, MN 55038 15188 FRENCH DR NHUGO, MN 55038 1 $421.61558 18.031.21.44.0120 BAAH GYIMAH KWADWO B & MESSERETHIWOT AMDEBERHAN 15184 FRENCH DR NHUGO, MN 55038 15184 FRENCH DR NHUGO, MN 55038 1 $421.61559 18.031.21.44.0119 MENDE STEVEN & DONG M QIU 15180 FRENCH DR NHUGO, MN 55038 15180 FRENCH DR NHUGO, MN 55038 1 $421.61560 18.031.21.44.0118 FORREST JOSEPH P 15176 FRENCH DR NHUGO, MN 55038 15176 FRENCH DR NHUGO, MN 55038 1 $421.61561 18.031.21.44.0117 MCDONALD CYNTIA L T & WILLIAM J 15172 FRENCH DR NHUGO, MN 55038 15172 FRENCH DR NHUGO, MN 55038 1 $421.61562 18.031.21.44.0116 GONZALEZ CHERYL 15168 FRENCH DR NHUGO, MN 55038 15168 FRENCH DR NHUGO, MN 55038 1 $421.61563 18.031.21.44.0115 JAHNKE CHRISTOPHER & STROM EMILY 15164 FRENCH DR NHUGO, MN 55038 15164 FRENCH DR NHUGO, MN 55038 1 $421.61564 18.031.21.44.0114 JIAN JUN 15160 FRENCH DR NHUGO, MN 55038 2098 CHESTNUT ST HUGO, MN 55038 1 $421.61565 18.031.21.44.0113 NIEHAUS SARAH J 15156 FRENCH DR NHUGO, MN 55038 4199 UGSTAD RD HERMANTOWN, MN  55844‐3618 1 $421.61566 18.031.21.44.0112 CLINTON J MUNSON & MARIA L L MUNSON TRS 15152 FRENCH DR NHUGO, MN 55038 15152 FRENCH DR N HUGO, MN 55038 1 $421.61567 18.031.21.44.0111 MCKENZIE AMY C 15148 FRENCH DR NHUGO, MN 55038 6590 145TH CIR NHUGO, MN 55038 1 $421.61568 18.031.21.44.0110 NEVAREZ NADIA A & MARIO R BECERRA 15144 FRENCH DR NHUGO, MN 55038 2722 118TH CT NE BLAINE, MN  55449‐7513 1 $421.61569 18.031.21.44.0109 MCGOLDRICK BRIAN J 15140 FRENCH DR NHUGO, MN 55038 36 MOONLIGH BAY STILLWATER, MN  55082 1 $421.61570 18.031.21.44.0108 STOLTZMAN KELLY ETAL 15136 FRENCH DR NHUGO, MN 55038 15136 FRENCH DR NHUGO, MN 55038 1 $421.61571 18.031.21.44.0107 SHORES BRIAN E 15132 FRENCH DR NHUGO, MN 55038 15132 FRENCH DR NHUGO, MN 55038 1 $421.61572 18.031.21.44.0106 AGYEMANG BENJAMIN & HENRIETTA MILLS 15128 FRENCH DR NHUGO, MN 55038 15128 FRENCH DR NHUGO, MN 55038 1 $421.61573 18.031.21.44.0105 GORDON LEZLEY L 15124 FRENCH DR NHUGO, MN 55038 15124 FRENCH DR NHUGO, MN 55038 1 $421.61574 18.031.21.44.0104 THOMPSON DAVID P 15120 FRENCH DR NHUGO, MN 55038 15120 FRENCH DR NHUGO, MN 55038 1 $421.61575 18.031.21.44.0103 JOHNSON MICHAEL R & NORMA M 15116 FRENCH DR NHUGO, MN 55038 15116 FRENCH DR NHUGO, MN 55038 1 $421.61576 18.031.21.44.0069 SCHMIDT STEVE & SHEILA 15071 FRENCH DR NHUGO, MN 55038 15071 FRENCH DR NHUGO, MN 55038 1 $421.61577 18.031.21.44.0068 FLANAGAN SHAWN P & KRISTIE A 15075 FRENCH DR NHUGO, MN 55038 15075 FRENCH DR NHUGO, MN 55038 1 $421.61578 18.031.21.44.0067 MOLITOR MATTHEW 15079 FRENCH DR NHUGO, MN 55038 15079 FRENCH DR NHUGO, MN 55038 1 $421.61579 18.031.21.44.0066 FIVE FANTASTIC REALTY LLC 15083 FRENCH DR NHUGO, MN 55038 771 WILLOWSIDE DR AZWORTH, GA 30102 1 $421.61CURRENT OWNER 15083 FRENCH DR NHUGO, MN 55038 3975 CHAPEL GROVE DR MARIETTA, GA 30062580 18.031.21.44.0057 SAURO HEATHER M 5154 FAIRPOINT DR NHUGO, MN 55038 5154 FAIRPOINT DR NHUGO, MN 55038 1 $421.61581 18.031.21.44.0056 NORTHERN STAR EQUITIES M‐SP LLC 5150 FAIRPOINT DR NHUGO, MN 55038 15216 FANNING DR NHUGO, MN 55038 1 $421.61582 18.031.21.44.0055 PATRIOT BUSINESS GROUP LLC 5146 FAIRPOINT DR NHUGO, MN 55038 11620 IRISH AVE N STILLWATER, MN  55082 1 $421.61583 18.031.21.44.0054 JAEGER SCOTT A & PATRICIA J 5142 FAIRPOINT DR NHUGO, MN 55038 5142 FAIRPOINT DR NHUGO, MN 55038 1 $421.61584 18.031.21.44.0053 PAGADUAN LUCILLE D & IAN I 5134 FAIRPOINT DR NHUGO, MN 55038 5134 FAIRPOINT DR NHUGO, MN 55038 1 $421.61585 18.031.21.44.0052 PATRIOT BUSINESS GROUP LLC 5130 FAIRPOINT DR NHUGO, MN 55038 11620 IRISH AVE N STILLWATER, MN  55082 1 $421.61586 18.031.21.44.0051 MILLER ALEXANDRA 5126 FAIRPOINT DR NHUGO, MN 55038 5126 FAIRPOINT DR NHUGO, MN 55038 1 $421.61587 18.031.21.44.0050 LI ZHIFANG & YIFEI ZHANG 5122 FAIRPOINT DR NHUGO, MN 55038 7014 TUPA CIR EDINA, MN  55439 1 $421.61588 18.031.21.44.0049 ZITUR JESSICA & AARON GILLEY 5114 FAIRPOINT DR NHUGO, MN 55038 5114 FAIRPOINT DR NHUGO, MN 55038 1 $421.61589 18.031.21.44.0048 BOSLEY MELISSA 5110 FAIRPOINT DR NHUGO, MN 55038 5110 FAIRPOINT DR NHUGO, MN 55038 1 $421.61590 18.031.21.44.0047 EBANJA LEONELLE Y 5106 FAIRPOINT DR NHUGO, MN 55038 5106 FAIRPOINT DR NHUGO, MN 55038 1 $421.61591 18.031.21.44.0046 VERLEY TRENTON 5102 FAIRPOINT DR NHUGO, MN 55038 5102 FAIRPOINT DR NHUGO, MN 55038 1 $421.61592 18.031.21.44.0045 DEUTH SARA 5101 FAIRPOINT DR NHUGO, MN 55038 5101 FAIRPOINT DR NHUGO, MN 55038 1 $421.61593 18.031.21.44.0044 POEPARD BROOKE K 5105 FAIRPOINT DR NHUGO, MN 55038 5105 FAIRPOINT DR NHUGO, MN 55038 1 $421.61594 18.031.21.44.0043 SHLAFERMAN‐KALLEMEYN LIV TRS 5109 FAIRPOINT DR NHUGO, MN 55038 394 BEERS HUMBIRD RD SAGLE, ID  83860 1 $421.61Page 11 of 17 2022 ONEKA PARKWAY IMPROVEMENTS$421.61 / UNITCity of Hugo$76.88 / FRONT FOOT018888‐000$39.38 / FRONT FOOT9/16/2022UNIT FRONT FOOTMill and Overlay: Unit Assessment: Date:UNITSMAP ID PIN PROPERTY OWNERWSB Project:Project Location:Partial Reconstruction: WSB Project No.:PROPERTY OWNER ADDRESS CITY STATEPROPERTY ADDRESS CITY, STATEPreliminary Assessment RollROADWAY ASSESSMENT595 18.031.21.44.0042 DANIELS JOSHUA J & ROCHELLE L 5113 FAIRPOINT DR NHUGO, MN 55038 5113 FAIRPOINT DR NHUGO, MN 55038 1 $421.61596 18.031.21.44.0041 KREBSBACH DAVID & HOLLY 5133 FAIRPOINT DR NHUGO, MN 55038 5133 FAIRPOINT DR NHUGO, MN 55038 1 $421.61597 18.031.21.44.0040 DARRELL & ZOUA WONG REV TRS 5137 FAIRPOINT DR NHUGO, MN 55038 708 CLEVELAND AVE SW #160 NEW BRIGHTON, MN  55112 1 $421.61598 18.031.21.44.0039 NICKELSON DAVID A & CHRISTINE E 5141 FAIRPOINT DR NHUGO, MN 55038 5141 FAIRPOINT DR NHUGO, MN 55038 1 $421.61599 18.031.21.44.0038 GERARD JASON P 5147 FAIRPOINT DR NHUGO, MN 55038 255 HWY 97 #2A FOREST LAKE, MN 55025 1 $421.61CURRENT OWNER 5147 FAIRPOINT DR NHUGO, MN 55038 6882 DEER CT HUGO, MN 55038600 18.031.21.44.0037 SWINNEY STEVEN 5175 FAIRPOINT DR NHUGO, MN 55038 5175 FAIRPOINT DR NHUGO, MN 55038 1 $421.61601 18.031.21.44.0036 DUMAS ADAM & TAYLOR 5179 FAIRPOINT DR NHUGO, MN 55038 5179 FAIRPOINT DR NHUGO, MN 55038 1 $421.61602 18.031.21.44.0035 ROBINSON CHANTEL A 5185 FAIRPOINT DR NHUGO, MN 55038 5185 FAIRPOINT DR NHUGO, MN 55038 1 $421.61603 18.031.21.44.0034 PUERTO RAMIL A & LESLIE‐ANNE H 5189 FAIRPOINT DR NHUGO, MN 55038 5189 FAIRPOINT DR NHUGO, MN 55038 1 $421.61604 18.031.21.44.0061 VISCOMI CHRISTOPHER M 5174 FAIRPOINT DR NHUGO, MN 55038 5174 FAIRPOINT DR NHUGO, MN 55038 1 $421.61605 18.031.21.44.0060 RISING SHANNON M 5170 FAIRPOINT DR NHUGO, MN 55038 5170 FAIRPOINT DR NHUGO, MN 55038 1 $421.61606 18.031.21.44.0059 SCHMIDT ALYSSA L 5166 FAIRPOINT DR NHUGO, MN 55038 5166 FAIRPOINT DR NHUGO, MN 55038 1 $421.61607 18.031.21.44.0058 EASTMAN JOY A 5162 FAIRPOINT DR NHUGO, MN 55038 5162 FAIRPOINT DR NHUGO, MN 55038 1 $421.61608 18.031.21.44.0062 SCHROEDER BEVERLY A 15087 FRENCH DR NHUGO, MN 55038 PO BOX 17370 LOT #160 ST. PAUL, MN  55117 1 $421.61609 18.031.21.44.0063 LUNDQUIST JEREMY 15091 FRENCH DR NHUGO, MN 55038 2784 HOMESTEAD RD #228 SANTA CLARA, CA  95051 1 $421.61610 18.031.21.44.0064 BOOG SHERRY 15095 FRENCH DR NHUGO, MN 55038 15095 FRENCH DR NHUGO, MN 55038 1 $421.61611 18.031.21.44.0065 HINER LINDA E 15099 FRENCH DR NHUGO, MN 55038 15099 FRENCH DR NHUGO, MN 55038 1 $421.61612 18.031.21.44.0148 BILDEAUX RANDI L 15115 FRENCH DR NHUGO, MN 55038 637 SAMUELS AVE #1026 FORT WORTH, TX  76102 1 $421.61613 18.031.21.44.0147 SULEMANKHIL SHAIMA 15119 FRENCH DR NHUGO, MN 55038 1779 96TH AVE HAMMON, WI  54015 1 $421.61614 18.031.21.44.0146 JOHNSON AARON 15123 FRENCH DR NHUGO, MN 55038 15123 FRENCH DR NHUGO, MN 55038 1 $421.61615 18.031.21.44.0145 WOOD ANTHONY A & KELLY M 15127 FRENCH DR NHUGO, MN 55038 15127 FRENCH DR NHUGO, MN 55038 1 $421.61616 18.031.21.44.0144 BRANDON JOHN O & HEATHER L 15131 FRENCH DR NHUGO, MN 55038 15131 FRENCH DR NHUGO, MN 55038 1 $421.61617 18.031.21.44.0143 ZERWAS JOHN & STEPHANIE CARLSON 15135 FRENCH DR NHUGO, MN 55038 15135 FRENCH DR NHUGO, MN 55038 1 $421.61618 18.031.21.44.0142 MCGAULEY CARRI A 15139 FRENCH DR NHUGO, MN 55038 15139 FRENCH DR NHUGO, MN 55038 1 $421.61619 18.031.21.44.0141 ANSARI KHURRAM U 15143 FRENCH DR NHUGO, MN 55038 15143 FRENCH DR NHUGO, MN 55038 1 $421.61620 18.031.21.44.0140 GUALDONI VIRGINIA & THOMAS 15151 FRENCH DR NHUGO, MN 55038 15151 FRENCH DR NHUGO, MN 55038 1 $421.61621 18.031.21.44.0139 BRANDT MARILYN G 15155 FRENCH DR NHUGO, MN 55038 15155 FRENCH DR NHUGO, MN 55038 1 $421.61622 18.031.21.44.0138 OLSON TIMOTHY M 15159 FRENCH DR NHUGO, MN 55038 15159 FRENCH DR NHUGO, MN 55038 1 $421.61623 18.031.21.44.0137 SQUILLACE SHERI A 15163 FRENCH DR NHUGO, MN 55038 15163 FRENCH DR NHUGO, MN 55038 1 $421.61624 18.031.21.44.0136 MARABELLA ROBERT & SUSAN 15175 FRENCH DR NHUGO, MN 55038 15175 FRENCH DR NHUGO, MN 55038 1 $421.61625 18.031.21.44.0135 MARTON KENNETH W 15179 FRENCH DR NHUGO, MN 55038 15179 FRENCH DR NHUGO, MN 55038 1 $421.61626 18.031.21.44.0134 STOVEN GAYLE M 15183 FRENCH DR NHUGO, MN 55038 15183 FRENCH DR NHUGO, MN 55038 1 $421.61627 18.031.21.44.0133 CHESNUT DWIGHT G & PENNI J 15187 FRENCH DR NHUGO, MN 55038 15187 FRENCH DR NHUGO, MN 55038 1 $421.61628 18.031.21.44.0132 LOUMA DEANNA 15201 FRENCH DR NHUGO, MN 55038 15201 FRENCH DR NHUGO, MN 55038 1 $421.61629 18.031.21.44.0131 MAHENDRAKAR SRIDHAR & VARSHA ARASHANAPALLI 15205 FRENCH DR NHUGO, MN 55038 9687 GEISLER RD EDEN PRAIRIE, MN  55437 1 $421.61630 18.031.21.44.0130 MORRISON SCOTT A & MARGARET A 15209 FRENCH DR NHUGO, MN 55038 15209 FRENCH DR NHUGO, MN 55038 1 $421.61631 18.031.21.44.0129 LEE CAROL 15213 FRENCH DR NHUGO, MN 55038 15213 FRENCH DR NHUGO, MN 55038 1 $421.61632 18.031.21.44.0128 SMITH JORDAN 15219 FRENCH DR NHUGO, MN 55038 15219 FRENCH DR NHUGO, MN 55038 1 $421.61633 18.031.21.44.0127 CHAMBERS JUSTIN L 15221 FRENCH DR NHUGO, MN 55038 15221 FRENCH DR NHUGO, MN 55038 1 $421.61634 18.031.21.44.0092 WILCOX DANIEL 15158 FANNING DR NHUGO, MN 55038 15158 FANNING DR NHUGO, MN 55038 1 $421.61635 18.031.21.44.0091 CURRENT OWNER 15154 FANNING DR NHUGO, MN 55038 15154 FANNING DR NHUGO, MN 55038 1 $421.61636 18.031.21.44.0090 PALECEK DAVID 15150 FANNING DR NHUGO, MN 55038 15150 FANNING DR NHUGO, MN 55038 1 $421.61637 18.031.21.44.0089 15146 FANNING LLC 15146 FANNING DR NHUGO, MN 55038 4707 HWY 61 N #118 WHITE BEAR LAKE, MN 55110 1 $421.61638 18.031.21.44.0088 RAFFTERY NANCY J 15142 FANNING DR NHUGO, MN 55038 15142 FANNING DR NHUGO, MN 55038 1 $421.61639 18.031.21.44.0087 DAIGLE NOAH E 15138 FANNING DR NHUGO, MN 55038 15138 FANNING DR NHUGO, MN 55038 1 $421.61640 18.031.21.44.0086 ZEWDIE WOSSENSEGED 15134 FANNING DR NHUGO, MN 55038 15134 FANNING DR NHUGO, MN 55038 1 $421.61641 18.031.21.44.0085 15130 FANNING LLC 15130 FANNING DR NHUGO, MN 55038 15130 FANNING DR NHUGO, MN 55038 1 $421.61642 18.031.21.44.0084 STAR JOSHUA & TAYLOR 15126 FANNING DR NHUGO, MN 55038 15126 FANNING DR NHUGO, MN 55038 1 $421.61643 18.031.21.44.0083 KRENGEL ALEXANDER J 15122 FANNING DR NHUGO, MN 55038 15122 FANNING DR NHUGO, MN 55038 1 $421.61644 18.031.21.44.0082 AMPONSAH STELLA A 15118 FANNING DR NHUGO, MN 55038 15118 FANNING DR NHUGO, MN 55038 1 $421.61645 18.031.21.44.0081 ASIBEY FRIEDA 15114 FANNING DR NHUGO, MN 55038 15114 FANNING DR NHUGO, MN 55038 1 $421.61646 18.031.21.44.0080 EGGERT ANTHONY W 15110 FANNING DR NHUGO, MN 55038 15110 FANNING DR NHUGO, MN 55038 1 $421.61647 18.031.21.44.0079 GAYNOR RAINE E 15106 FANNING DR NHUGO, MN 55038 1572 5TH ST ST. PAUL, MN  55106 1 $421.61648 18.031.21.44.0078 4951 EMMIT LLC 15102 FANNING DR NHUGO, MN 55038 4707 HWY 61 N #118 WHITE BEAR LAKE, MN 55110 1 $421.61Page 12 of 17 2022 ONEKA PARKWAY IMPROVEMENTS$421.61 / UNITCity of Hugo$76.88 / FRONT FOOT018888‐000$39.38 / FRONT FOOT9/16/2022UNIT FRONT FOOTMill and Overlay: Unit Assessment: Date:UNITSMAP ID PIN PROPERTY OWNERWSB Project:Project Location:Partial Reconstruction: WSB Project No.:PROPERTY OWNER ADDRESS CITY STATEPROPERTY ADDRESS CITY, STATEPreliminary Assessment RollROADWAY ASSESSMENT649 18.031.21.44.0077 CURRENT OWNER 15098 FANNING DR NHUGO, MN 55038 15098 FANNING DR NHUGO, MN 55038 1 $421.61650 18.031.21.44.0076 THOMAS ROSA I 15094 FANNING DR NHUGO, MN 55038 15094 FANNING DR NHUGO, MN 55038 1 $421.61651 18.031.21.44.0075 THOMAS CHRISTINE & PAUL 15090 FANNING DR NHUGO, MN 55038 15090 FANNING DR NHUGO, MN 55038 1 $421.61652 18.031.21.44.0074 LABARRE JULIE 15086 FANNING DR NHUGO, MN 55038 15086 FANNING DR NHUGO, MN 55038 1 $421.61653 18.031.21.44.0073 BARGENDER DIANE 15082 FANNING DR NHUGO, MN 55038 15082 FANNING DR NHUGO, MN 55038 1 $421.61654 18.031.21.44.0100 NGUYEN PHUOC N & HA N T 15101 FANNING DR NHUGO, MN 55038 15101 FANNING DR NHUGO, MN 55038 1 $421.61655 18.031.21.44.0099 KOCH JODY 15103 FANNING DR NHUGO, MN 55038 15103 FANNING DR NHUGO, MN 55038 1 $421.61656 18.031.21.44.0098 BRETHORST BRITTANY 15105 FANNING DR NHUGO, MN 55038 15105 FANNING DR NHUGO, MN 55038 1 $421.61657 18.031.21.44.0097 SPYCHALLA SHANNON M 15107 FANNING DR NHUGO, MN 55038 3102 137TH AVE NE HAM LAKE, MN  55304 1 $421.61658 18.031.21.44.0096 LEE RACHAEL C 15113 FANNING DR NHUGO, MN 55038 15113 FANNING DR NHUGO, MN 55038 1 $421.61659 18.031.21.44.0095 JAMIESON RYAN M & SARAH L 15115 FANNING DR NHUGO, MN 55038 25195 KOALA AVE SCANDIA, MN  55073 1 $421.61660 18.031.21.44.0094 FONDOW JAMIE & NICOLE 15117 FANNING DR NHUGO, MN 55038 15117 FANNING DR NHUGO, MN 55038 1 $421.61661 18.031.21.44.0093 15119 FANNING LLC 15119 FANNING DR NHUGO, MN 55038 4707 HWY 61 N #118 WHITE BEAR LAKE, MN  55110 1 $421.61CURRENT OWNER 15119 FANNING DR NHUGO, MN 55038 15216 FANNING DR NHUGO, MN 55038662 18.031.21.44.0029 CELIBERTI ANN 15098 FARNHAM AVE NHUGO, MN 55038 15098 FARNHAM AVE NHUGO, MN 55038 1 $421.61663 18.031.21.44.0030 ADAMSKI JUSTIN S & JUSTINE R CHRISTENSEN 15096 FARNHAM AVE NHUGO, MN 55038 15096 FARNHAM AVE NHUGO, MN 55038 1 $421.61664 18.031.21.44.0031 KIEFER LISA M 15094 FARNHAM AVE NHUGO, MN 55038 15094 FARNHAM AVE NHUGO, MN 55038 1 $421.61665 18.031.21.44.0032 SHLAFERMAN‐KALLEMEYN LIV TRS 15092 FARNHAM AVE NHUGO, MN 55038 394 BEERS HUMBIRD RD SAGLE, ID  83860 1 $421.61666 18.031.21.44.0025 VANN WILLIAM E 15082 FARNHAM AVE NHUGO, MN 55038 15082 FARNHAM AVE NHUGO, MN 55038 1 $421.61667 18.031.21.44.0026 SIGFRINIUS RENEE M 15084 FARNHAM AVE NHUGO, MN 55038 15084 FARNHAM AVE NHUGO, MN 55038 1 $421.61668 18.031.21.44.0027 LYONS AUSTIN & LAUREN DEVINNY 15086 FARNHAM AVE NHUGO, MN 55038 15086 FARNHAM AVE NHUGO, MN 55038 1 $421.61669 18.031.21.44.0028 ELDRED EMILY A 15088 FARNHAM AVE NHUGO, MN 55038 15088 FARNHAM AVE NHUGO, MN 55038 1 $421.61670 18.031.21.44.0021 PALKAR AARON MOSES LALITA PATRICK 15078 FARNHAM AVE NHUGO, MN 55038 15078 FARNHAM AVE NHUGO, MN 55038 1 $421.61CURRENT OWNER 15078 FARNHAM AVE NHUGO, MN 55038 9100 BALTIMORE ST NE #102 BLAINE, MN  55449671 18.031.21.44.0022 RICHARDSON MAXWELL R 15076 FARNHAM AVE NHUGO, MN 55038 15076 FARNHAM AVE NHUGO, MN 55038 1 $421.61672 18.031.21.44.0023 HAUCK ANGELA 15074 FARNHAM AVE NHUGO, MN 55038 15074 FARNHAM AVE NHUGO, MN 55038 1 $421.61673 18.031.21.44.0024 SWANSON MARK 15072 FARNHAM AVE NHUGO, MN 55038 15072 FARNHAM AVE NHUGO, MN 55038 1 $421.61674 18.031.21.44.0017 FEIST KRISTIE M 15058 FARNHAM AVE NHUGO, MN 55038 15058 FARNHAM AVE NHUGO, MN 55038 1 $421.61675 18.031.21.44.0018 GIACHINO SARA J 15056 FARNHAM AVE NHUGO, MN 55038 15056 FARNHAM AVE NHUGO, MN 55038 1 $421.61676 18.031.21.44.0019 HUNTER STEPHANIE R 15054 FARNHAM AVE NHUGO, MN 55038 15054 FARNHAM AVE NHUGO, MN 55038 1 $421.61677 18.031.21.44.0020 DEROY TAMARA K 15052 FARNHAM AVE NHUGO, MN 55038 15052 FARNHAM AVE NHUGO, MN 55038 1 $421.61678 18.031.21.44.0011 SCHREINER DEBRA L 15042 FARNHAM AVE NHUGO, MN 55038 15042 FARNHAM AVE NHUGO, MN 55038 1 $421.61679 18.031.21.44.0012 NUNEZ FAMILY TRS 15040 FARNHAM AVE NHUGO, MN 55038 4429 SEABISCUIT DR ROSEVILLE, CA 95747 1 $421.61680 18.031.21.44.0013 PETERSON ANDREA 15038 FARNHAM AVE NHUGO, MN 55038 15038 FARNHAM AVE NHUGO, MN 55038 1 $421.61681 18.031.21.44.0014 KRIESEL KATHY A & JOHN 15036 FARNHAM AVE NHUGO, MN 55038 15036 FARNHAM AVE NHUGO, MN 55038 1 $421.61682 18.031.21.44.0015 TURCOTTE KYLE 15034 FARNHAM AVE NHUGO, MN 55038 15034 FARNHAM AVE NHUGO, MN 55038 1 $421.61683 18.031.21.44.0016 SIMMONS SANDRA L 15032 FARNHAM AVE NHUGO, MN 55038 15032 FARNHAM AVE NHUGO, MN 55038 1 $421.61684 18.031.21.44.0005 JANSEN KYLE L 15030 FARNHAM AVE NHUGO, MN 55038 15030 FARNHAM AVE NHUGO, MN 55038 1 $421.61685 18.031.21.44.0006 MKTS REAL ESTATE LLC 15028 FARNHAM AVE NHUGO, MN 55038 502 ELAINE AVE SHOREVIEW, MN  55126 1 $421.61686 18.031.21.44.0007 LAWRENCE MARK 15026 FARNHAM AVE NHUGO, MN 55038 15026 FARNHAM AVE NHUGO, MN 55038 1 $421.61687 18.031.21.44.0008 15024 FARNHAM LLC 15024 FARNHAM AVE NHUGO, MN 55038 4707 HWY 61 N #118 WHITE BEAR LAKE, MN  55110 1 $421.61CURRENT OWNER 15024 FARNHAM AVE NHUGO, MN 55038 297 72ND ST NMAHTOMEDI, MN  55115688 18.031.21.44.0009 TSENG CARL 15022 FARNHAM AVE NHUGO, MN 55038 1505 LONG LAKE BLVD LONG LAKE, MN  55356 1 $421.61689 18.031.21.44.0010 FREY ALICIA N 15020 FARNHAM AVE NHUGO, MN 55038 15020 FARNHAM AVE NHUGO, MN 55038 1 $421.61690 19.031.21.12.0115 CARDINAL PAULA 4840 149TH ST N #2 HUGO, MN 55038 14207 XEBEC ST NE HAM LAKE, MN  553041 $421.61691 19.031.21.12.0116 AZZAWI MUWAFAQ A & TARA KALAD 4840 149TH ST N #4 HUGO, MN 55038 4840 149TH ST N #4 HUGO, MN  550381 $421.61692 19.031.21.12.0113 WICKER NATALIE K 4840 149TH ST N #3 HUGO, MN 55038 4840 149TH ST N #3 HUGO, MN 550381 $421.61693 19.031.21.12.0114 SKAJ KATHLEEN R 4840 149TH ST N #1 HUGO, MN 55038 4840 149TH ST N #1 HUGO, MN  550381 $421.61694 19.031.21.12.0105 CARLSON TERRANCE 4850 149TH ST N #3 HUGO, MN 55038 4850 149TH ST N #3 HUGO, MN 550381 $421.61695 19.031.21.12.0106 WOJCIK JESSICA R 4850 149TH ST N #1 HUGO, MN 55038 4850 149TH ST N #1 HUGO, MN 550381 $421.61696 19.031.21.12.0103 HENKE RICHARD L 4850 149TH ST N #2 HUGO, MN 55038 1814 HOULE CIR CENTERVILLE, MN  550381 $421.61697 19.031.21.12.0104 NORRING JUSTINA L 4850 149TH ST N #4 HUGO, MN 55038 4850 149TH ST N #4 HUGO, MN 550381 $421.61698 19.031.21.12.0111 NIEMIEC DARRELL R & SHERRI M 4860 149TH ST N #3 HUGO, MN 55038 8591 CORAL SEA ST NE BLAINE, MN  554491 $421.61699 19.031.21.12.0112 HANSON CAROLYN L 4860 149TH ST N #1 HUGO, MN 55038 4860 149TH ST N #1 HUGO, MN 55038 1 $421.61700 19.031.21.12.0107 JOHNSON KAREN A & MICHAEL W 4860 149TH ST N #2 HUGO, MN 55038 4860 149TH ST N #2 HUGO, MN 55038 1 $421.61Page 13 of 17 2022 ONEKA PARKWAY IMPROVEMENTS$421.61 / UNITCity of Hugo$76.88 / FRONT FOOT018888‐000$39.38 / FRONT FOOT9/16/2022UNIT FRONT FOOTMill and Overlay: Unit Assessment: Date:UNITSMAP ID PIN PROPERTY OWNERWSB Project:Project Location:Partial Reconstruction: WSB Project No.:PROPERTY OWNER ADDRESS CITY STATEPROPERTY ADDRESS CITY, STATEPreliminary Assessment RollROADWAY ASSESSMENT701 19.031.21.12.0108 GOESS MATTHEW 4860 149TH ST N #4 HUGO, MN 55038 4860 149TH ST N #4 HUGO, MN 55038 1 $421.61702 19.031.21.12.0109 FELIX DONALD E III & CAROLINE P 4860 149TH ST N #6 HUGO, MN 55038 13882 85TH ST NE OTSEGO, MN  55330 1 $421.61703 19.031.21.12.0110 OAKES MATTHEW D & JENNIFER K 4860 149TH ST N #5 HUGO, MN 55038 101086 SASSAFRAS WOODS CT BURKE, VA 22015 1 $421.61704 19.031.21.12.0121 AARDAHL JULIE A 4830 149TH ST N #3 HUGO, MN 55038 4830 149TH ST N #3 HUGO, MN 55038 1 $421.61705 19.031.21.12.0122 HAMILTON RANDINE A & GEORGE R 4830 149TH ST N #1 HUGO, MN 55038 401 N OAK BEND DR DULUTH, MN  55811 1 $421.61CURRENT OWNER 4830 149TH ST N #1 HUGO, MN 55038 4830 149TH ST N #1 HUGO, MN 55038706 19.031.21.12.0117 SCHMALZ MICHAEL A 4830 149TH ST N #2 HUGO, MN 55038 4830 149TH ST N #2 HUGO, MN 55038 1 $421.61707 19.031.21.12.0118 CHRISTEL JENNIFER L 4830 149TH ST N #4 HUGO, MN 55038 4830 149TH ST N #4 HUGO, MN 55038 1 $421.61708 19.031.21.12.0119 WANLESS TAMELA K 4830 149TH ST N #6 HUGO, MN 55038 4830 149TH ST N #6 HUGO, MN 55038 1 $421.61709 19.031.21.12.0120 TIMMONS NATHAN M 4830 149TH ST N #5 HUGO, MN 55038 4830 149TH ST N #5 HUGO, MN 55038 1 $421.61710 19.031.21.12.0133 DESAI RAKESH & NITU R 4810 149TH ST N #3 HUGO, MN 55038 3232 98TH  CIR N BROOKLYN PARK, MN  55443 1 $421.61711 19.031.21.12.0134 SIEVERS CHAD 4810 149TH ST N #1 HUGO, MN 55038 4810 149TH ST N #1 HUGO, MN 550381 $421.61712 19.031.21.12.0129 JENNINGS BRITTANY R 4810 149TH ST N #2 HUGO, MN 55038 4810 149TH ST N #2 HUGO, MN 550381 $421.61713 19.031.21.12.0130 SCHWIETERS BONITA J 4810 149TH ST N #4 HUGO, MN 55038 4810 149TH ST N #4 HUGO, MN 550381 $421.61714 19.031.21.12.0131 SCHEEVEL DREW 4810 149TH ST N #6 HUGO, MN 55038 4810 149TH ST N #6 HUGO, MN 550381 $421.61715 19.031.21.12.0132 SLAGLE LOUIS G & AMBER M 4810 149TH ST N #5 HUGO, MN 55038 173 WILDWOOD CT MAHTOMEDI, MN  551151 $421.61716 19.031.21.12.0127 GRANT LEWIS 4820 149TH ST N #3 HUGO, MN 55038 4820 149TH ST N #3 HUGO, MN 550381 $421.61717 19.031.21.12.0128 BLAIS CHERYL & JOSEPH 4820 149TH ST N #1 HUGO, MN 55038 4820 149TH ST N #1 HUGO, MN 550381 $421.61718 19.031.21.12.0123 HAMMOND DONOVAN G & LAURA K 4820 149TH ST N #2 HUGO, MN 55038 4820 149TH ST N #2 HUGO, MN 550381 $421.61719 19.031.21.12.0124 RUCKER RONALD A 4820 149TH ST N #4 HUGO, MN 55038 4820 149TH ST N #4 HUGO, MN 550381 $421.61720 19.031.21.12.0125 DANIELSON JUSTIN H 4820 149TH ST N #6 HUGO, MN 55038 4820 149TH ST N #6 HUGO, MN 550381 $421.61721 19.031.21.12.0126 ROERING REBECCA A 4820 149TH ST N #5 HUGO, MN 55038 4820 149TH ST N #5 HUGO, MN 550381 $421.61722 19.031.21.12.0101 PETRACEK WILLIAM J 4880 149TH ST N #3 HUGO, MN 55038 4880 149TH ST N #3 HUGO, MN 550381 $421.61723 19.031.21.12.0102 DEXTER LYNN M 4880 149TH ST N #1 HUGO, MN 55038 4880 149TH ST N #1 HUGO, MN 550381 $421.61724 19.031.21.12.0097 JOHN M ROONEY & CYNTHIA L KUELBS 4880 149TH ST N #2 HUGO, MN 55038 4880 149TH ST N #2 HUGO, MN 550381 $421.61CURRENT OWNER 4880 149TH ST N #2 HUGO, MN 55038 555 AMPHITHEATRE DR DEL MAR, CA   92014725 19.031.21.12.0098 CNL PROPERTIES LLC 4880 149TH ST N #4 HUGO, MN 55038 6514 WHITE OAK RD LINO LAKES, MN  550381 $421.61726 19.031.21.12.0099 ACEVEDO SELENA C 4880 149TH ST N #6 HUGO, MN 55038 4880 149TH ST N #6 HUGO, MN 550381 $421.61727 19.031.21.12.0100 GERLACH MICHAEL 4880 149TH ST N #5 HUGO, MN 55038 4880 149TH ST N #5 HUGO, MN 550381 $421.61728 19.031.21.12.0095 MIGUEL PAMELA M S 4910 149TH ST N #3 HUGO, MN 55038 3750 SUN TERRACE WHITE BEAR LAKE, MN 551101 $421.61CURRENT OWNER 4910 149TH ST N #3 HUGO, MN 55038 4910 149TH ST N #3 HUGO, MN 55038729 19.031.21.12.0096 BJERKE TRACY L 4910 149TH ST N #1 HUGO, MN 55038 4910 149TH ST N #1 HUGO, MN 550381 $421.61730 19.031.21.12.0091 O'DONOVAN KEVIN P & DENNIS O'DONOVAN 4910 149TH ST N #2 HUGO, MN 55038 4929 CAMPANARO LN WHITE BEAR LAKE, MN  551101 $421.61CURRENT OWNER 4910 149TH ST N #2 HUGO, MN 55038 4910 149TH ST N #2 HUGO, MN 55038731 19.031.21.12.0092 MUELLERLEILE KENNETH 4910 149TH ST N #4 HUGO, MN 55038 4910 149TH ST N #4 HUGO, MN 550381 $421.61732 19.031.21.12.0093 METZDORF KAREN 4910 149TH ST N #6 HUGO, MN 55038 4910 149TH ST N #6 HUGO, MN 550381 $421.61733 19.031.21.12.0094 ZHANG SHU 4910 149TH ST N #5 HUGO, MN 55038 912 125TH LN N #101 BLAINE, MN  554341 $421.61734 19.031.21.12.0083 COMPANION CAROLE M 4930 149TH ST N #3 HUGO, MN 55038 4930 149TH ST N #3 HUGO, MN 550381 $421.61735 19.031.21.12.0084 LARSON CODY M 4930 149TH ST N #1 HUGO, MN 55038 4930 149TH ST N #1 HUGO, MN 550381 $421.61736 19.031.21.12.0081 ZHANG MING & YUANLIN PENG 4930 149TH ST N #2 HUGO, MN 55038 1534 KEITHSON DR ARDEN HILLS, MN  551121 $421.61CURRENT OWNER 4930 149TH ST N #2 HUGO, MN 55038 4930 149TH ST N #2 HUGO, MN 55038737 19.031.21.12.0082 BERG LORI 4930 149TH ST N #4 HUGO, MN 55038 4930 149TH ST N #4 HUGO, MN 550381 $421.61738 19.031.21.12.0089 WALLNER DAVID 4920 149TH ST N #3 HUGO, MN 55038 4920 149TH ST N #3 HUGO, MN 550381 $421.61739 19.031.21.12.0090 JULIEN BRENDA K 4920 149TH ST N #1 HUGO, MN 55038 692 DORS AVE SHOREVIEW, MN  551261 $421.61CURRENT OWNER 4920 149TH ST N #1 HUGO, MN 55038 4920 149TH ST N #1 HUGO, MN 55038740 19.031.21.12.0085 FRITSCH THEODORE III 4920 149TH ST N #2 HUGO, MN 55038 4920 149TH ST N #2 HUGO, MN 550381 $421.61741 19.031.21.12.0086 LOBINSKY REALTY LLC 4920 149TH ST N #4 HUGO, MN 55038 1407 MOUND TRL CENTERVILLE, MN  550381 $421.61CURRENT OWNER 4920 149TH ST N #4 HUGO, MN 55038 4920 149TH ST N #4 HUGO, MN 55038742 19.031.21.12.0087 CANDYCE LEE SARTELL REV TRS 4920 149TH ST N #6 HUGO, MN 55038 4920 149TH ST N #6 HUGO, MN 550381 $421.61743 19.031.21.12.0088 NYBO ANNA 4920 149TH ST N #5 HUGO, MN 55038 4920 149TH ST N #5 HUGO, MN 550381 $421.61744 19.031.21.12.0079 SPLITTSTOESSER KATHRYN A 4940 149TH ST N #3 HUGO, MN 55038 4940 149TH ST N #3 HUGO, MN 550381 $421.61745 19.031.21.12.0080 MYERS ASHLEY AND HALER ALEXANDER 4940 149TH ST N #1 HUGO, MN 55038 4940 149TH ST N #1 HUGO, MN 550381 $421.61746 19.031.21.12.0075 KAPAUN LISA M 4940 149TH ST N #2 HUGO, MN 55038 4940 149TH ST N #2 HUGO, MN 550381 $421.61747 19.031.21.12.0076 DAVIDSON BARRY C 4940 149TH ST N #4 HUGO, MN 55038 4940 149TH ST N #4 HUGO, MN 550381 $421.61748 19.031.21.12.0077 JOHNSON JACOB 4940 149TH ST N #6 HUGO, MN 55038 993 KELLY ST LINO LAKES, MN 550141 $421.61Page 14 of 17 2022 ONEKA PARKWAY IMPROVEMENTS$421.61 / UNITCity of Hugo$76.88 / FRONT FOOT018888‐000$39.38 / FRONT FOOT9/16/2022UNIT FRONT FOOTMill and Overlay: Unit Assessment: Date:UNITSMAP ID PIN PROPERTY OWNERWSB Project:Project Location:Partial Reconstruction: WSB Project No.:PROPERTY OWNER ADDRESS CITY STATEPROPERTY ADDRESS CITY, STATEPreliminary Assessment RollROADWAY ASSESSMENT749 19.031.21.12.0078 QUARNSTROM HEATHER 4940 149TH ST N #5 HUGO, MN 55038 4940 149TH ST N #5 HUGO, MN 550381 $421.61750 19.031.21.12.0057 COBENAIS DANIEL J 4950 149TH ST N #3 HUGO, MN 55038 4950 149TH ST N #3 HUGO, MN 550381 $421.61751 19.031.21.12.0058 WHIPPLE HEATHER 4950 149TH ST N #1 HUGO, MN 55038 4950 149TH ST N #1 HUGO, MN 550381 $421.61752 19.031.21.12.0053 TOFTE MARK S 4950 149TH ST N #2 HUGO, MN 55038 4950 149TH ST N #2 HUGO, MN 550381 $421.61753 19.031.21.12.0054 THALIN DEBRA L 4950 149TH ST N #4 HUGO, MN 55038 4950 149TH ST N #4 HUGO, MN 550381 $421.61754 19.031.21.12.0055 FANG JUANZHI 4950 149TH ST N #6 HUGO, MN 55038 12 JOANNA WAY CHATHAM, NJ  079281 $421.61755 19.031.21.12.0056 MCKOSKEY REAL ESTATE TRS 4950 149TH ST N #5 HUGO, MN 55038 8228 MARSH CREEK RD WOODBURY, MN  551291 $421.61756 19.031.21.12.0063 SMISEK ANN & MICHAEL CAPISTRANT 4960 149TH ST N #4 HUGO, MN 55038 4960 149TH ST N #4 HUGO, MN 550381 $421.61757 19.031.21.12.0064 RICHTSMEIER FRANCES E 4960 149TH ST N #6 HUGO, MN 55038 4960 149TH ST N #6 HUGO, MN 550381 $421.61758 19.031.21.12.0059 MCKOSKEY REAL ESTATE TRS 4960 149TH ST N #5 HUGO, MN 55038 8228 MARSH CREEK RD WOODBURY, MN  551291 $421.61759 19.031.21.12.0060 BAKARIC SHANE 4960 149TH ST N #3 HUGO, MN 55038 4960 149TH ST N #3 HUGO, MN 550381 $421.61760 19.031.21.12.0061 MICHAEL & DEBRA LINDSTROM REVOC TRS 4960 149TH ST N #1 HUGO, MN 55038 1791 EUGENE ST WHITE BEAR LAKE, MN  551101 $421.61761 19.031.21.12.0062 RONALD G ROSSBACH TRS 4960 149TH ST N #2 HUGO, MN 55038 4960 149TH ST N #2 HUGO, MN 550381 $421.61762 19.031.21.12.0067 KAMINSKI CHARLES F JR 4970 149TH ST N #3 HUGO, MN 55038 4393 FISHER LANE WHITE BEAR TOWNSHIP, MN  551101 $421.61CURRENT OWNER 4970 149TH ST N #3 HUGO, MN 55038 1853 MONN AVE WHITE BEAR LAKE, MN  55110763 19.031.21.12.0068 ROOTES BRAXTON 4970 149TH ST N #1 HUGO, MN 55038 4970 149TH ST N #1 HUGO, MN 550381 $421.61764 19.031.21.12.0065 DE LA ROSA FRANK S & PAUL DE LA ROSA 4970 149TH ST N #2 HUGO, MN 55038 14194 FERRARA AVE NHUGO, MN 550381 $421.61CURRENT OWNER 4970 149TH ST N #2 HUGO, MN 55038 4970 149TH ST N #2 HUGO, MN 55038765 19.031.21.12.0066 GRAMS LYNNE G 4970 149TH ST N #4 HUGO, MN 55038 4970 149TH ST N #4 HUGO, MN 550381 $421.61766 19.031.21.12.0073 JONES JEREMIAH & VICTORIA SELBERLICH 4980 149TH ST N #3 HUGO, MN 55038 4980 149TH ST N #3 HUGO, MN 550381 $421.61767 19.031.21.12.0074 BREUGAN PROPERTIES LLC 4980 149TH ST N #1 HUGO, MN 55038 1570 STONEYBROOK DR LINO LAKES, MN  550381 $421.61768 19.031.21.12.0069 JANSEN DENNIS J 4980 149TH ST N #2 HUGO, MN 55038 4980 149TH ST N #2 HUGO, MN 550381 $421.61769 19.031.21.12.0070 HAIDER KEN 4980 149TH ST N #4 HUGO, MN 55038 4980 149TH ST N #4 HUGO, MN 550381 $421.61770 19.031.21.12.0071 MORDICK DEBRA J & BRADLEY J 4980 149TH ST N #6 HUGO, MN 55038 4980 149TH ST N #6 HUGO, MN 550381 $421.61771 19.031.21.12.0072 PROULX SANDRA 4980 149TH ST N #5 HUGO, MN 55038 14791 FOXHILL AVE NHUGO, MN  550381 $421.61772 19.031.21.12.0045 PALMER SCOTT 4990 149TH ST N #3 HUGO, MN 55038 4990 149TH ST N #3 HUGO, MN 550381 $421.61773 19.031.21.12.0046 MCKOSKEY REAL ESTATE TRS 4990 149TH ST N #1 HUGO, MN 55038 8228 MARSH CREEK RD WOODBURY, MN 551291 $421.61774 19.031.21.12.0041 KELLER CODY M & GARY W 4990 149TH ST N #2 HUGO, MN 55038 4990 149TH ST N #2 HUGO, MN 550381 $421.61775 19.031.21.12.0042 WAN MICHELLE & CHENG 4990 149TH ST N #4 HUGO, MN 55038 20 S LONG LAKE TRL NORTH OAKS, MN 551271 $421.61776 19.031.21.12.0043 SAWYER KARI & KERRY 4990 149TH ST N #6 HUGO, MN 55038 4990 149TH ST N #6 HUGO, MN 550381 $421.61777 19.031.21.12.0044 ECKLIN SEAN & SARA 4990 149TH ST N #5 HUGO, MN 55038 14319 VICTOR HUGO BLVD HUGO, MN 550381 $421.61778 19.031.21.12.0040 MARTIN STEPHANIE A 5010 149TH ST N #1 HUGO, MN 55038 5010 149TH ST N #1 HUGO, MN 550381 $421.61779 19.031.21.12.0039 ZHANG CHUNJIE & KANG SEN 5010 149TH ST N #3 HUGO, MN 55038 3325 VICTORIA ST N SHOREVIEW, MN  551261 $421.61780 19.031.21.12.0035 MCBROOM LAURA 5010 149TH ST N #2 HUGO, MN 55038 5010 149TH ST N #2 HUGO, MN 550381 $421.61781 19.031.21.12.0036 HELM JOSHUA J 5010 149TH ST N #4 HUGO, MN 55038 5010 149TH ST N #4 HUGO, MN 550381 $421.61782 19.031.21.12.0037 RAATZ MARGARET 5010 149TH ST N #6 HUGO, MN 55038 5010 149TH ST N #6 HUGO, MN 550381 $421.61783 19.031.21.12.0038 SCHMIDT BRAD 5010 149TH ST N #5 HUGO, MN 55038 4917 HERITAGE HILLS DR BLOOMINGTON, MN 554371 $421.61CURRENT OWNER 5010 149TH ST N #5 HUGO, MN 55038 756 SANDURST DR ROSEVILLE, MN 55113784 19.031.21.12.0051 TESTER MICHAEL & AMANDA TRIVISKI 5030 149TH ST N #3 HUGO, MN 55038 5030 149TH ST N #3 HUGO, MN 550381 $421.61785 19.031.21.12.0052 RANDALL YVONNE A 5030 149TH ST N #1 HUGO, MN 55038 5030 149TH ST N #1 HUGO, MN 550381 $421.61786 19.031.21.12.0047 PEPPER RAYMOND D 5030 149TH ST N #2 HUGO, MN 55038 5030 149TH ST N #2 HUGO, MN 550381 $421.61787 19.031.21.12.0048 BLASKO CHRISTOPHER D & JOANNA J 5030 149TH ST N #4 HUGO, MN 55038 20404 EVERTON TRL NFOREST LAKE, MN  550251 $421.61788 19.031.21.12.0049 HUISENGA JAMES G 5030 149TH ST N #6 HUGO, MN 55038 5030 149TH ST N #6 HUGO, MN 550381 $421.61789 19.031.21.12.0050 MCKOSKEY REAL ESTATE TRS 5030 149TH ST N #5 HUGO, MN 55038 8228 MARSH CREEK RD WOODBURY, MN 551291 $421.61790 19.031.21.11.0080 GUTHRIE ASHLEY M 5040 149TH ST N #3 HUGO, MN 55038 5040 149TH ST N #3 HUGO, MN 550381 $421.61791 19.031.21.11.0081 MCKOSKEY REAL ESTATE TRS 5040 149TH ST N #1 HUGO, MN 55038 8228 MARSH CREEK RD WOODBURY, MN 551291 $421.61792 19.031.21.11.0076 KEENAN PATRICK & LESLEY 5040 149TH ST N #2 HUGO, MN 55038 5040 149TH ST N #2 HUGO, MN 550381 $421.61793 19.031.21.11.0077 SCHREIFELS LYNN M & MARY A & LAWRENCE J SCHREIFELS 5040 149TH ST N #4 HUGO, MN 55038 5040 149TH ST N #4 HUGO, MN 550381 $421.61794 19.031.21.11.0078 BRAUN MEGAN 5040 149TH ST N #6 HUGO, MN 55038 5040 149TH ST N #6 HUGO, MN 550381 $421.61795 19.031.21.11.0079 COLLOVA EDWARD J 5040 149TH ST N #5 HUGO, MN 55038 14210 GENEVA WAY NHUGO, MN  550381 $421.61796 19.031.21.12.0033 4951 EMMIT LLC 5050 149TH ST N #3 HUGO, MN 55038 4707 HWY 61 N #118 WHITE BEAR LAKE, MN  551101 $421.61797 19.031.21.12.0034 BLY KAREN J 5050 149TH ST N #1 HUGO, MN 55038 5050 149TH ST N #1 HUGO, MN 550381 $421.61798 19.031.21.12.0029 NORTHERN STAR EQUITIES M‐SP LLC 5050 149TH ST N #2 HUGO, MN 55038 4707 HWY 61 N #118 WHITE BEAR LAKE, MN  551101 $421.61799 19.031.21.12.0030 GANTRIIS PETER D & KATHRYN 5050 149TH ST N #4 HUGO, MN 55038 PO BOX 506 WILLERNIE, MN 550901 $421.61800 19.031.21.12.0031 SCHOENECKER TAYLOR R 5050 149TH ST N #6 HUGO, MN 55038 5050 149TH ST N #6 HUGO, MN 550381 $421.61Page 15 of 17 2022 ONEKA PARKWAY IMPROVEMENTS$421.61 / UNITCity of Hugo$76.88 / FRONT FOOT018888‐000$39.38 / FRONT FOOT9/16/2022UNIT FRONT FOOTMill and Overlay: Unit Assessment: Date:UNITSMAP ID PIN PROPERTY OWNERWSB Project:Project Location:Partial Reconstruction: WSB Project No.:PROPERTY OWNER ADDRESS CITY STATEPROPERTY ADDRESS CITY, STATEPreliminary Assessment RollROADWAY ASSESSMENT801 19.031.21.12.0032 ZHU XIAOYL & JING CHEN 5050 149TH ST N #5 HUGO, MN 55038 4521 KEITHSON DR ARDEN HILLS, MN  551121 $421.61802 19.031.21.11.0074 HANEIN MONICA 5070 149TH ST N #3 HUGO, MN 55038 5070 149TH ST N #3 HUGO, MN 550381 $421.61803 19.031.21.11.0070 NEUTTILA LISA & MARIE A NEUTTILA 5070 149TH ST N #2 HUGO, MN 55038 5070 149TH ST N #2 HUGO, MN 550381 $421.61804 19.031.21.11.0071 MURCH KERRI D 5070 149TH ST N #4 HUGO, MN 55038 5070 149TH ST N #4 HUGO, MN 550381 $421.61805 19.031.21.11.0075 MCKOSKEY REAL ESTATE TRS 5070 149TH ST N #1 HUGO, MN 55038 8228 MARSH CREEK RD WOODBURY, MN  551291 $421.61806 19.031.21.11.0072 JOHNSON JONATHAN & WENDY 5070 149TH ST N #6 HUGO, MN 55038 5070 149TH ST N #6 HUGO, MN 550381 $421.61807 19.031.21.11.0073 STANLEY LAURA L 5070 149TH ST N #5 HUGO, MN 55038 5070 149TH ST N #5 HUGO, MN 550381 $421.61808 19.031.21.11.0068 WILMAN COURTNEY & NICHOLAS JOHNSON 5035 149TH ST N #3 HUGO, MN 55038 8480 KNOLLWOOD DR MOUNDS VIEW, MN  55112 1 $421.61809 19.031.21.11.0069 ZHANG SHU 5035 149TH ST N #1 HUGO, MN 55038 912 125TH LN NE #101 BLAINE, MN 55434 1 $421.61810 19.031.21.11.0064 PEICKERT LORI A & CHRISTOPHER E 5035 149TH ST N #2 HUGO, MN 55038 6514 WHITE OAK RD LINO LAKES, MN  55038 1 $421.61811 19.031.21.11.0065 MCNAMARA KATHLEEN 5035 149TH ST N #4 HUGO, MN 55038 5035 149TH ST N #4 HUGO, MN 55038 1 $421.61812 19.031.21.11.0066 ERICKSON VICKIE L 5035 149TH ST N #6 HUGO, MN 55038 5035 149TH ST N #6 HUGO, MN 55038 1 $421.61813 19.031.21.11.0067 PRIESTLEY PAMMIE 5035 149TH ST N #5 HUGO, MN 55038 5035 149TH ST N #5 HUGO, MN 55038 1 $421.61814 19.031.21.11.0050 ZYCH JENNICA 5065 149TH ST N #3 HUGO, MN 55038 5065 149TH ST N #3 HUGO, MN 55038 1 $421.61815 19.031.21.11.0048 KUDEBEH SARAH 5065 149TH ST N #2 HUGO, MN 55038 5065 149TH ST N #2 HUGO, MN 55038 1 $421.61CURRENT OWNER 5065 149TH ST N #2 HUGO, MN 55038 16905 49TH PL NPLYMOUTH, MN 55446816 19.031.21.11.0049 WERNER JILL 5065 149TH ST N #4 HUGO, MN 55038 5065 149TH ST N #4 HUGO, MN 55038 1 $421.61817 19.031.21.11.0051 SPINNER NICHOLAS J 5065 149TH ST N #1 HUGO, MN 55038 15164 FRENCH DR NHUGO, MN 55038 1 $421.61818 19.031.21.11.0056 HAZEL COLLEEN C & CRAIG C MOMMSEN 5055 149TH ST N #3 HUGO, MN 55038 2309 TART LAKE RD LINO LAKES, MN  55038 1 $421.61819 19.031.21.11.0057 RINDAL JOHN R 5055 149TH ST N #1 HUGO, MN 55038 5055 149TH ST N #1 HUGO, MN 55038 1 $421.61820 19.031.21.11.0052 THOMPSON RUSTIN 5055 149TH ST N #2 HUGO, MN 55038 5055 149TH ST N #2 HUGO, MN 55038 1 $421.61821 19.031.21.11.0053 TREMBLEY ZACHARY T & HANNAH G KAEFER 5055 149TH ST N #4 HUGO, MN 55038 5055 149TH ST N #4 HUGO, MN 55038 1 $421.61822 19.031.21.11.0054 VANG YA 5055 149TH ST N #6 HUGO, MN 55038 5055 149TH ST N #6 HUGO, MN 55038 1 $421.61823 19.031.21.11.0055 THOMMES STEVEN J 5055 149TH ST N #5 HUGO, MN 55038 1269 11TH AVE NST. CLOUD, MN 56303 1 $421.61824 19.031.21.11.0062 BIRKELAND CASSANDRA R 5045 149TH ST N #3 HUGO, MN 55038 5045 149TH ST N #3 HUGO, MN 55038 1 $421.61825 19.031.21.11.0063 VISKOE BRITTANY J 5045 149TH ST N #1 HUGO, MN 55038 5045 149TH ST N #1 HUGO, MN 55038 1 $421.61826 19.031.21.11.0058 SWANSON CHAD 5045 149TH ST N #2 HUGO, MN 55038 1121 PARK AVE MAHTOMEDI, MN  55115 1 $421.61827 19.031.21.11.0059 ST JOHN TIMOTHY & MARIA 5045 149TH ST N #4 HUGO, MN 55038 5045 149TH ST N #4 HUGO, MN 55038 1 $421.61828 19.031.21.11.0060 4951 EMMIT LLC 5045 149TH ST N #6 HUGO, MN 55038 4707 HWY 61 N #118 WHITE BEAR LAKE, MN  55110 1 $421.61829 19.031.21.11.0061 PENG YUANLIN & MING ZHANG 5045 149TH ST N #5 HUGO, MN 55038 1534 KEITHSON DR ARDEN HILLS, MN  55112 1 $421.61830 19.031.21.11.0046 MCCOY MEGHAN 5075 149TH ST N #3 HUGO, MN 55038 5075 149TH ST N #3 HUGO, MN 55038 1 $421.61831 19.031.21.11.0047 RAINER TIMOTHY S 5075 149TH ST N #1 HUGO, MN 55038 5075 149TH ST N #1 HUGO, MN 55038 1 $421.61832 19.031.21.11.0042 HOGAN RICHARD C 5075 149TH ST N #2 HUGO, MN 55038 5075 149TH ST N #2 HUGO, MN 55038 1 $421.61833 19.031.21.11.0043 ZHANG SHU 5075 149TH ST N #4 HUGO, MN 55038 912 125TH LN NE BLAINE, MN  55434 1 $421.61834 19.031.21.11.0044 NSE 5075 LLC 5075 149TH ST N #6 HUGO, MN 55038 15216 FANNING DR NHUGO, MN 55038 1 $421.61CURRENT OWNER 5075 149TH ST N #6 HUGO, MN 55038 5075 149TH ST N #6 HUGO, MN 55038835 19.031.21.11.0045 ROSENOW JOSHUA A & SHARON 5075 149TH ST N #5 HUGO, MN 55038 5075 149TH ST N #5 HUGO, MN 55038 1 $421.61836 19.031.21.11.0040 DAHL RICHARD A 5085 149TH ST N #3 HUGO, MN 55038 5085 149TH ST N #3 HUGO, MN 55038 1 $421.61837 19.031.21.11.0041 FLEMINO TRACIE L 5085 149TH ST N #1 HUGO, MN 55038 5085 149TH ST N #1 HUGO, MN 55038 1 $421.61838 19.031.21.11.0036 MAYER ANTHONY J & MONIQUE R MAYER 5085 149TH ST N #2 HUGO, MN 55038 528 HENRY LN CIRCLE PINES, MN  55014 1 $421.61CURRENT OWNER 5085 149TH ST N #2 HUGO, MN 55038 5085 149TH ST N #2 HUGO, MN 55038839 19.031.21.11.0037 GERDS GORDON & KELSEY 5085 149TH ST N #4 HUGO, MN 55038 5085 149TH ST N #4 HUGO, MN 55038 1 $421.61840 19.031.21.11.0038 XIONG BILL 5085 149TH ST N #6 HUGO, MN 55038 5085 149TH ST N #6 HUGO, MN 55038 1 $421.61841 19.031.21.11.0039 HERNANDEZ CLORICE & CHRISTOPHER CLUBB 5085 149TH ST N #5 HUGO, MN 55038 5085 149TH ST N #5 HUGO, MN 55038 1 $421.61842 19.031.21.11.0025 JANTZ DUKE & REBECCA 5095 149TH ST N #4 HUGO, MN 55038 5095 149TH ST N #4 HUGO, MN 55038 1 $421.61843 19.031.21.11.0026 WALSH MEGGAN 5095 149TH ST N #6 HUGO, MN 55038 5095 149TH ST N #6 HUGO, MN 55038 1 $421.61844 19.031.21.11.0027 KORAN JAMES F & BRIGITTE L 5095 149TH ST N #5 HUGO, MN 55038 5095 149TH ST N #5 HUGO, MN 55038 1 $421.61845 19.031.21.11.0028 PROULX EMILY N 5095 149TH ST N #3 HUGO, MN 55038 5095 149TH ST N #3 HUGO, MN 55038 1 $421.61846 19.031.21.11.0029 KAISER COLTEN J 5095 149TH ST N #1 HUGO, MN 55038 5095 149TH ST N #1 HUGO, MN 55038 1 $421.61847 19.031.21.11.0024 WELLE TIMOTHY 5095 149TH ST N #2 HUGO, MN 55038 5095 149TH ST N #2 HUGO, MN 55038 1 $421.61848 19.031.21.11.0034 WIMPERIS DANIEL B & DIANE M 5091 149TH ST N #3 HUGO, MN 55038 5091 149TH ST N #3 HUGO, MN 55038 1 $421.61849 19.031.21.11.0035 CHRZANOWSKI DANIEL M 5091 149TH ST N #1 HUGO, MN 55038 5091 149TH ST N #1 HUGO, MN 55038 1 $421.61850 19.031.21.11.0030 CARLSON BRYAN A ETAL 5091 149TH ST N #2 HUGO, MN 55038 5091 149TH ST N #2 HUGO, MN 55038 1 $421.61851 19.031.21.11.0031 BRUNETTE CAITLIN R 5091 149TH ST N #4 HUGO, MN 55038 5091 149TH ST N #4 HUGO, MN 55038 1 $421.61852 19.031.21.11.0032 LUNDGREN TIMOTHY J ETAL 5091 149TH ST N #6 HUGO, MN 55038 161 HICKORY ST MAHTOMEDI, MN  55115 1 $421.61Page 16 of 17 2022 ONEKA PARKWAY IMPROVEMENTS$421.61 / UNITCity of Hugo$76.88 / FRONT FOOT018888‐000$39.38 / FRONT FOOT9/16/2022UNIT FRONT FOOTMill and Overlay: Unit Assessment: Date:UNITSMAP ID PIN PROPERTY OWNERWSB Project:Project Location:Partial Reconstruction: WSB Project No.:PROPERTY OWNER ADDRESS CITY STATEPROPERTY ADDRESS CITY, STATEPreliminary Assessment RollROADWAY ASSESSMENTCURRENT OWNER 5091 149TH ST N #6 HUGO, MN 55038 215 DAHLIA ST MAHTOMEDI, MN  55115853 19.031.21.11.0033 MELLEN TIMOTHY L & ABBY D 5091 149TH ST N #5 HUGO, MN 55038 5091 149TH ST N #5 HUGO, MN 55038 1 $421.61854 19.031.21.11.0085 FENTIMAN ROBERT A 5149 149TH ST N #1 HUGO, MN 55038 5149 149TH ST N #1 HUGO, MN 55038 1 $421.61855 19.031.21.11.0082 MORRIS AMANDA 5149 149TH ST N #2 HUGO, MN 55038 5149 149TH ST N #2 HUGO, MN 55038 1 $421.61856 19.031.21.11.0083 BAIN JOSEPH & NICOLE WEICHELT 5149 149TH ST N #4 HUGO, MN 55038 5149 149TH ST N #4 HUGO, MN 55038 1 $421.61857 19.031.21.11.0084 VOGEL KAREN J 5149 149TH ST N #3 HUGO, MN 55038 5149 149TH ST N #3 HUGO, MN 55038 1 $421.61858 19.031.21.11.0021 CHICKERING WILLIAM N & JOANN B 5191 149TH ST N #3 HUGO, MN 55038 5191 149TH ST N #3 HUGO, MN 55038 1 $421.61859 19.031.21.11.0022 REHBEIN SUSAN M 5191 149TH ST N #1 HUGO, MN 55038 5191 149TH ST N #1 HUGO, MN 55038 1 $421.61860 19.031.21.11.0017 CAPETZ SUSANNA I 5191 149TH ST N #2 HUGO, MN 55038 5191 149TH ST N #2 HUGO, MN 55038 1 $421.61861 19.031.21.11.0018 TANGEN ANN 5191 149TH ST N #4 HUGO, MN 55038 5191 149TH ST N #4 HUGO, MN 55038 1 $421.61862 19.031.21.11.0019 DAMM JESSICA A 5191 149TH ST N #6 HUGO, MN 55038 5191 149TH ST N #6 HUGO, MN 55038 1 $421.61863 19.031.21.11.0020 BLACK PAMELA J 5191 149TH ST N #5 HUGO, MN 55038 5191 149TH ST N #5 HUGO, MN 55038 1 $421.61864 18.031.21.41.0005 CITY OF HUGO 15475 ONEKA PKWY NHUGO, MN 55038 14669 FITZGERALD AVE NHUGO, MN 55038865 18.031.21.41.0006 CURRENT OWNER 15290 FARNHAM AVE NHUGO, MN 55038 15290 FARNHAM AVE NHUGO, MN 55038 405 $15,948.90866 18.031.21.44.0102 CITY OF HUGO14669 FITZGERALD AVE NHUGO, MN 55038867 19.031.21.11.0086 LAVALLE MARVIN J & JUDITH E 3282 VELVET ST HINCKLEY, MN  55037868 19.031.21.11.0087 HUGO GARDEN APARTMENTS LLC6008 VIRGINIA AVE SEDINA, MN  55424869 19.031.21.11.0088 HUGO GARDEN APARTMENTS LLC6008 VIRGINIA AVE SEDINA, MN  55424870 19.031.21.14.0011 JOHNSON WHOLESALE FLORIST INC 5226 FRENCHMAN RD NHUGO, MN 55038 2582 LONG LAKE RD ROSEVILLE,  MN 55113863 405 $379,798.33TOTAL 2022 ONEKA PARKWAY IMPROVEMENTSPage 17 of 17 Agenda Number K.1 CITY OF HUGO COMMUNITY DEVELOPMENT DEPARTMENT PLANNING AND ZONING APPLICATION STAFF REPORT TO: Bryan Bear, City Administrator FROM: Rachel Juba, Community Development Director SUBJECT: Dennis Properties LLC – “Downtown Hugo” Preliminary Plat and Planned Unit Development (PUD) General Plan DATE: September 29, 2022, for the City Council Meeting of October 3, 2022 COMPREHENSIVE PLAN: Mixed-Use (MIX) ZONING: Central Business (C-1) REVIEW DEADLINE (120-days): December 1, 2022 1. PLANNING COMMISSION UPDATE: At its September 8, 2022, meeting the Planning Commission held a public hearing and considered the request. There were two people that spoke during the public hearing. One person asked about additional parking on other City owned property to resolve any parking shortages. Staff stated that parking will be evaluated with each phase per the uses proposed, but that the City may consider other ideas to accommodate parking. They also asked about drainage for the property. Staff stated the plan will be required to meet the stormwater management regulations for developments. The other person that spoke during the public hearing noted the DNR comment letter that was in the agenda packet. They were concerned about the building setbacks being close to Egg Lake and stated she hopes the City is a good steward of the natural resources as the City grows. The Planning Commission discussed the following: • Concerns over the not having enough parking, but they were comfortable with alternatives to parking and evaluating the parking with each phase. • Questions about the DNR letter. The applicant and staff dicussed the mitigation measures that are in place with the plan in regards to wetland and stormwater management. • Discussed the PUD flexibility and recognized the site is difficult to develop without flexibility. Page 2 2 The Planning Commission agreed the project met the requirements to approve the applications. The Planning Commission unanimously recommended approval of the preliminary plat and PUD, subject to the conditions listed in the resolutions. 2. DESCRIPTION OF REQUEST: The applicant is requesting approval of a preliminary plat and planned unit development (PUD) to subdivide and master plan the property to allow 5 buildings for a total of approximately 63,000 square feet. The PUD general plan is proposed for the entire 4.2 acres of the property and is will replace the previous PUD General Plan that was approved in 2020. The property is located on the east side of Highway 61 in downtown along Egg Lake. The property includes wetlands along the lake for a total of 4 buildable acres. The property is currently owned by the City of Hugo and the applicant has a purchase agreement to purchase the property in phases. The PUD General Plan includes 5 buildings totaling 63,000 square feet, which includes 24,732 square feet for a second story’s of a couple buildings. The mix of uses are restaurants (18,000 square feet), retail (25,000 square feet), and office (20,000). The plan includes a downtown main street concept, promenade in the center, and a waterfront boardwalk intended to give residents and guests views of Egg Lake. The preliminary plat includes four lots that will generally have a building on each lot with cross access and parking agreements. A property owners association will be required to be created to maintain the private drives, landscaping, lighting, and other common areas. The applicant is requesting PUD flexibility on the following: • Shoreland ordinance regulations o Minimum Building setback from ordinary high water (OHW) level of Egg Lake o Maximum impervious surface o Maximum Dock size over the OHW level of Egg Lake o Maximum building height • Parking regulations o Minimum side yard setback for parking lot o Minimum parking requirements • Minimum rear yard setback requirement In exchange for this flexibility, the developer is: • Landscape plan and exceeds ordinance standards • Design standards and architecture that exceeds ordinance standards • Creating a main street atmosphere in the Central Business District • Public access to Egg Lake Page 3 3 3. LEVEL OF DISCRETION IN DECISION-MAKING The City has relatively high level of discretion in approving a PUD. A PUD must be consistent with the City’s comprehensive plan. The City may impose reasonable requirements in a PUD not otherwise required if the City deems it necessary to promote the general health, safety, and welfare of the community. The City’s discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the subdivision regulations in the City Code. If it meets these standards, the City must approve the preliminary plat. 4. CONTEXT: A. Surrounding Land Use and Zoning The properties to the north is zoned Central Business (C-1) and Central Residential (CR-3) and is and are occupied with single family homes. The property to the east is occupied by Egg Lake. The property to the south is zoned Central Business (C-1) and is occupied by the Dominos Pizza Building. The property to the west across Highway 61 is zoned Central Business (C-1) and is occupied by the Hugo Feed Mill, single family home, and City Hall. All of the properties surrounding the property are classified as Mixed-Use (MIX) on the 2040 Comprehensive Plan and are in the downtown plan. B. Natural Characteristics of Site The site is vacant and generally flat. There are existing mature trees on the property. The site is adjacent to Egg Lake and there are wetlands between the property and Egg Lake. 5. ANALYSIS: A. Planned Unit Development (PUD) The use of the PUD zoning allows the developer zoning ordinance flexibility to create a master planned development. The PUD zoning is tied to a specific PUD general plan that is proposed with this application. The applicant is requesting approval of a PUD for the development. PUD’s offer enhanced flexibility to develop a site through the relaxation of zoning district standards. The use of the PUD zoning also allows for a greater variety of uses, internal transfers of density, construction phasing and a potential for lower development costs. In exchange for this enhanced flexibility, the city has the expectation that the development plan will result in a significantly higher quality proposal than would have been the case with the use of other, more standard zoning districts. In exchange for this flexibility, the developer is: Page 4 4 • Landscape plan and exceeds ordinance standards • Design standards and architecture that exceeds ordinance standards • Creating a main street atmosphere in the Central Business District • Public access to Egg Lake Staff believes that the layout of the proposed PUD general plan exceeds the City’s standards for commercial developments. The applicant has offered a more creative and efficient approach to the master plan which could not be achieved without the flexibility. The plan also meets the downtown plan and design guidelines. In order to approve a PUD, the City must find that the applicant has demonstrated compliance with the following criteria: 1. Provide for the establishment of PUD zoning districts in appropriate setting and situations, to create and maintain a development pattern that complies with the City’s Comprehensive Plan. 2. Allow for the mixing of land uses within a development when such mixing of land uses could not otherwise be accomplished. 3. Provide for variations to the strict application of the land use regulations in order to improve site design and operation, while at the same time incorporating design elements that exceed the City’s standards to offset the effect of any variations. 4. Promote a more creative and efficient approach to land use within the City, while at the same time protecting and promoting the health, safety, comfort, aesthetics, economic viability and general welfare of the City. 5. Preserve and enhance natural features and open spaces including but not limited to the width expansion of greenway corridors, conservation of wooded areas, development of buffer areas, reduction of impervious surface, and utilization of joint facilities and utilities. 6. Maintain or improve the efficiency of public streets and utilities. 7. Ensure the establishment of appropriate transitions between differing land uses. The 2040 Comprehensive Plan shows the land use being Mixed-Use (MIX). The rezoning/PUD is consistent with the Comprehensive Plan in terms of land use. It is in staff’s opinion that the PUD general plan has offered a creative and efficient method to planning the site, all which meets the intent of the PUD ordinance. Page 5 5 Setbacks Buildings in the Central Business (C-1) district are required to meet the minimum setback standards of 10 feet from the front property line, 30 feet from the rear property line, and zero feet from the side property lines. The applicant is requesting flexibility for the buildings and deck/boardwalk to be 0 feet from the rear property line. Since the property abuts Egg Lake it is also in the Shoreland District that has minimum setbacks from the ordinary high water (OHW) level of the lake. The applicant is requesting flexibility for the deck/boardwalk to be 0 feet from the OHW of the lake. The Technical Evaluation Panel (TEP) has approved the deck/boardwalk location with a no-loss determination for impacts. Staff is comfortable with this request for flexibility from the shoreland setback requirements. The property is unique because it is a long and narrow piece between Egg Lake and HWY 61. It is limited on what they can do with the property. The property was previously occupied with buildings and parking lots that did not meet the shoreland setback requirement. There are expansion plans along Highway 61 that the applicant has taken into account. They will be required to dedicate additional right-of-way with the development along the front property line, which makes the property even smaller. The downtown plan also shows a restaurant building along the lake to take advantage of the views across the lake. Building Setbacks Related to the Downtown Design Guidelines The downtown design guidelines state that buildings in this area should be oriented to the street with fully articulated street facades (doors and windows) based on traditional downtown storefronts. The downtown plan shows the buildings abutting Highway 61 and parking lots in back by Egg Lake. It also show a buildings pushed back towards Egg Lake and limited commercial buildings along Highway 61. The plan shows the development that creates a “main street” like a traditional downtown. The applicant has stated they would like to create a destination retail and restaurant project where the uses support each other. To create the traditional downtown feel, the some buildings get pushed towards Egg Lake. Staff is comfortable with the location of the buildings being towards Egg Lake since downtown design guidelines highly encourage the development of a traditional downtown. The proposed restaurants then can take advantage of the views of the lake on the east side of the building that includes most of the dining area and a deck. The layout of the property is different than what is shown on the downtown plan. The downtown plan is simply a guide to show how the area could be development and it is not a plan to dictate the exact placement of buildings or parking lots. The area proposed to be developed shows a park area. Several years ago the Parks Commission discussed this and stated that as long as there are active areas along the lake a park is not needed. They stated that Lions Park serves this area and would rather see a trail along the lake as shown the Comprehensive Plan. Page 6 6 Building Coverage and Lot Coverage The ordinance limits lot area to be covered by a building to 60% and lot area to be covered by impervious surface to 90%. The proposed site plan complies with the coverage requirements. The applicant also meets the shoreland impervious surface requirements for the development. The applicant is proposing the following: Shoreland Required Proposed Maximum Impervious 25% 46% Density The maximum development density for a PUD in the Central Business (C-1) zoning district is 60 units per 1 acre. The applicant is not proposing any residential units at this time. Development Phasing The applicant is showing the development completed in 2 phases. However, with discussions with the applicant, the phasing plan could change overtime due to market conditions. The applicant is proposing the restaurant building on the Lot 1, Block 1 as the first phase/building of the project. The applicant has stated that everything will be built as shown in the first phase except the SW building. That area will be green space until the building is built. All of the 118 parking spaces shall be completed. The phasing plan does not indicate the amount of property that will be conveyed to the applicant with the purchase agreement. Parking The Comprehensive Land Use Regulations state that a restaurant user shall have 1 parking space per 3 seats for restaurants and events centers, based on capacity. There shall be 1 parking space per 250 square feet of building for retail buildings. There shall be 1 parking space per 200 square feet of office. The table below is for the full build-out of the PUD. Square Feet per Use Required Proposed Restaurant 18,000 square feet (540) seats 180 Retail 25,000 square feet 100 Office 20,000 100 Total 380 245 The applicant is requesting flexibility to allow a reduction in the parking spaces because of the proposed shared parking for the development. This is consistent with the downtown design Page 7 7 guidelines which encourages businesses to establish or participate in providing shared parking with reductions in required on-site parking. However, staff has been working with the applicant on the number of parking stalls that would be adequate for the development and it is in staff’s opinion that there is a shortage of parking for the full build out of the development. Since the project is proposed in phases, the parking space requirements shall be further evaluated with each phase of the development based on use. This may mean a reduction is square footage of buildings, change in use by demand, or additional parking constructed. The applicant will be required to record a shared parking and maintenance agreement benefiting all of the properties in the PUD. Streets and Access The overall PUD plan shows a full access across from 146th Street into the site. No other access is proposed at this time. An additional 8 feet of right-of-way shall be dedicated for Highway 61. MNDOT is reviewing the plans and will provide a comment letter for any required public improvements. All required improvements shall be coordinated with, permitted, and approved by MNDOT. Landscaping Based on the type and size of the proposed restaurant building and the dimensions of the site, the landscaping plan should include a minimum of 23 deciduous shade trees, 19 coniferous trees, and 19 ornamental, and 127 shrubs. The applicant’s landscape plan not only meets all of the City’s landscape requirements for a commercial use but exceeds the requirements. The landscaping surrounds the building with perennials and has trees and shrubs located within the parking lot in the islands and promenade central gathering area. There is a row of shrubs that are lined along Highway 61 that provides a nice buffer between the sidewalk and parking lot. There is also an evenly spaced row of trees proposed for the area along Highway 61. The remaining greenspace on the property will be sod. The downtown design guidelines state where parking is located along the street, it should be landscaped and screened with a combination of fencing or wall plantings along the street edge. The applicant has done a good job of creating a wall edge of shrubs and trees along the road, it also created a landscaped edge between the sidewalk and the parking lot. The applicant is also proposing decorative lighting along within the development. Sidewalks and Trials The downtown design guidelines promote a pedestrian friendly downtown area. The plan does create a pedestrian friendly atmosphere by connecting the sidewalk along Highway 61 to a proposed promenade and boardwalk along the lake. Page 8 8 Although the boardwalk and decking areas will be privately owned and used in connection with restaurants and other buildings within the development, the applicant does want portions of the waterfront to be accessible to the public. The docks will need to be reviewed and approved by the Technical Evaluation Panel (TEP) and the MnDNR. The applicant is requesting PUD flexibility for the dock construction regulations for the shoreland overlay district, however, until the dock is reviewed and approved by the MnDNR staff is unsure what the dimensions will be approved. The applicant will be required to obtain a permit of MNDNR prior to installation. Lighting The applicant has submitted a full lighting plan that includes decorative lighting for the site and the building. The final lighting plans shall be submitted to the City for review and approval by staff. Architecture and Building Materials The downtown design guidelines encourage new buildings to be designed with elements of traditional main street design, Hugo’s French trading post roots, or prairie style architecture. Traditional main street style buildings usually have flat roofs with well-defined roof lines. The French trading post architectural elements include steeper or mansard roofs, open storefronts, and exterior plaster with stone and brick. Prairie style architecture usually has hipped roofs with low spreading deep overhangs. Prairie style architecture also has horizontal line design elements and uses materials that can blend in with the natural environment. The applicant has designed the buildings to be reflective of the traditional main street style. The applicant has provided plans that show examples of the architecture proposed for the project and general information on building material. The building architecture will be evaluate with the PUD final plat for each phase. The buildings are designed with traditional main street design including well defined roof lines, a mix of quality masonry materials, breaks in the building massing, and several large windows. The downtown design guidelines encourage four-sided architecture, using the same quality materials on all sides. It also states that all facades shall be articulated with a variety of materials, details, and visual interest. Roof lines and cornices shall be completed in the three dimensional manner and the front façade shall be unique and significant to the building. It’s in staff’s opinion that the applicant has done a good job of accomplishing these items encouraged by the downtown design guidelines by having the materials, design elements, and windows wrap around the building. The applicant shall create design guidelines for the overall PUD including required building material to be reviewed and approved by staff. Page 9 9 Building Height In the Central Business (C-1) zoning district the maximum building height is 35 feet. The building at its highest dimension is proposed to be a maximum of 35 feet and will meet the building height regulation. The shoreland overly district has a building height regulation of 25 feet. The applicant is proposing flexibility to allow the buildings in the shoreland area to be 27 feet. Screening Staff has some concerns about the location of the trash enclosure on the north side of the property. Staff has requested that the applicant review this location and consider another location for the trash enclosure. The trash enclosures shall be constructed of materials consistent with the buildings and shall be screened. The applicant has not provide the location for ground or roof top mechanical equipment. The equipment shall be screen from public view. This may mean, for roof top mechanical equipment, raising parapet of the wall to screen the equipment. Signage Staff recommends the applicant continue to work with staff on the sign design and location. All signage is required to have a permit and approval by the City prior to construction and installation of the signs. Staff also recommends that development sign criteria will established for the overall PUD. Ponding and Stormwater Management The stormwater water quality and rate control requirements are proposed to be met through the use of onsite permeable pavement. The storage below the permeable pavement is sized to meet the City’s water quality and RCWD’s rate control requirements. The proposed stormwater management meets all RCWD requirements. An operations and maintenance plan for the permeable pavement has been included in the stormwater management plan. A stormwater maintenance agreement will be required for the permeable pavement on the site. Utilities Water service to the site will be achieved by the applicant connecting to the watermain at the south end of Fondant Avenue and looping it through the site and connecting to the existing watermain on the east side of Highway 61. Sanitary sewer service to the site will involve the applicant rerouting the existing sanitary sewer mains that run from the north and south of the site and connecting to the existing sanitary sewer manhole on the east side of Highway to accommodate the selected building locations Page 10 10 B. Preliminary Plat The preliminary plat includes 4 lots. The development is proposed in phases. Lot 1, Block 1 is proposed as the first phase and is proposed to be a restaurant. The applicant will be required to apply for a PUD final plan and final plat for each lot in the PUD. Park dedication is not required for commercial developments. 6. STAFF RECOMMENDATION: It’s in staff’s opinion that the redevelopment project for Downtown Hugo is consistent with the downtown plan and design guidelines. The applications meet the criteria for approval and are also consistent with the downtown plan and design guidelines. Staff recommended the Planning Commission approve the PUD and preliminary applications, subject to the conditions listed in the resolutions. 7. PLANNING COMMISSION RECOMMENDATION: The Planning Commission unanimously recommended approval of the preliminary plat and PUD, subject to the conditions listed in the resolutions. ATTACHMENTS: 1. Location Map 2. Resolutions 3. Engineers memo dated September 1, 2022 4. DNR comment letter dated September 28, 2022 5. MnDOT comments letter September 9, 2022 6. Downtown Plan & Design Guidelines 7. Preliminary Plat and PUD Plans 8. Building Elevations 9. Proposed Lighting Forest Boulevard North147th Street North Fitzgerald Avenue North146th Street North 145th Street North Lower 147th Street North Foxhill Avenue NorthFondant Avenue NorthDowntown Hugo Project Location MapHugo, MN Site Roads Hugo Border Parcel Boundary ¯Document Path: S:\Mapping\Emily\LocationSite Maps\2022\Downtown Hugo.mxd RESOLUTION 2022-____ APPROVING PUD GENERAL PLAN FOR DENNIS PROPERTIES, LLC, FOR “DOWNTOWN HUGO” ON PROPERTY LOCATED SOUTH OF 147TH STREET NORTH AND EAST OF HIGHWAY 61 (FOREST BOULEVARD NORTH) WHEREAS, Dennis Properties, LLC, has requested approval of a PUD general plan to allow the development of approximately 5 commercial buildings totaling on a 4.2 acre property legally described as follows: (See Attached) WHEREAS, the Planning Commission has reviewed the PUD general plan at a duly called Public Hearing and recommends approval, and; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the request by Anthony Harmening, subject to the following conditions: 1.A PUD general plan is approved to allow the development of a restaurant and 4 commercial buildings. The development shall be constructed in accordance with the applications and plans received by the City on October 22, 2021, November 8, 2021, November 11, 2021, November 24, 2021, February 2, 2022, and March 18, 2022, except as amended by this resolution. 2.Approval is contingent upon City Council approval of the requested PUD General Plan and preliminary plat. 3.The PUD general plan is approved based on the finding that the proposed project is consistent with the City’s Comprehensive Plan. 4.The developer shall comply with all conditions in the resolution for the preliminary plat (Resolution #2022-____) 5.The developer shall comply with all conditions in the City Engineer’s letter dated September 1, 2022. 6.The developer shall comply with all items in the MnDOT letter dated September 9, 2022. All access points require a permit to be issued from MnDOT. 7.The applicant shall obtain all necessary local, state, and federal permits. 8.The docks shall be reviewed and approved by the MnDNR and the Technical Evaluation Panel (TEP). Resolution 2022-___ Page 2 9. PUD flexibility is granted to allow flexibility on the following: a. Shoreland regulations b. Parking regulations c. Rear setback regulations 10. The preliminary phasing plan is generally approved per plans dated March 18, 2022. Any major revisions to the phasing plan shall require PUD amendment. Minor modifications shall be reviewed and approved by staff. a. Phase 1 shall include: i. An approximately 6,888 square foot restaurant building. ii. All improvements shown in the phase 1 plan, including boardwalks. b. Phase 2 shall include: i. All improvements shown in the phase 2 plan, including and boardwalks. 11. Each phase be required to apply for PUD final plan, and other applicable applications, to be reviewed and approved by the City Council. 12. The building setbacks and impervious surface requirements for the development are as follows: Front Setback (min) 10 feet Side Setback (min) 0 feet Rear Setback (min) 0 feet Lot Impervious (max) 46% 13. The developer shall have a commercial property owners association created to maintain the common areas, including parking, lighting, landscaping, and boardwalks. The association documents shall be reviewed and approved by staff. Resolution 2022-___ Page 3 14. Prior to final plat approval, the applicant must comply with the following conditions: Architecture a. Mechanical equipment for the commercial uses must be screened as shown on the plans. b. The developer shall submit a design palette (including material samples) for the entire project for City review and approval. The palette shall include colors for siding, shakes, shutters, shingles, brick and stone. Building colors and materials shall be harmonious throughout the development. c. Commercial building materials and architectural details shall be as shown on the plans. Architectural design guidelines shall be reviewed and approved by the City. Final plans must be submitted for review and approval by the City. d. A master sign plan must be submitted for review and approval by the City. The applicant must submit revised sign criteria to better regulate tenant signage according to the City’s requirements. Parks and Trails e. The developer shall continue working with staff on a public access easement for the boardwalk area and connections to future trails as shown in the comprehensive plan. Streets, Access, and Parking f. The developer shall dedicate 8 feet of right-of-way to the City for Highway 61. g. The developer shall obtain any required permits from MnDOT for public improvement in the right-of-way. h. Cross access, shared parking, and maintenance agreements shall be recorded with the final plat for the shared private drives and parking. i. An access easement shall be dedicated to the properties to the north and south for shared access as the properties redevelop. j. Staff will monitor the tenants within the development to ensure that adequate parking is provided as tenants are finalized. The parking space requirement will be reviewed and approved by the City for each phase of the PUD. k. The operations and maintenance plan for the permeable pavement shall be followed and completed. A stormwater maintenance agreement will be required for the permeable pavement. Resolution 2022-___ Page 4 l. The developer shall continue to work the design of the turning radius and geometrics of the parking and loading area on the north side of the property and it shall be reviewed and approved by staff. ADOPTED by the City Council this 3rd day of October, 2022. _____________________________ Tom Weidt, Mayor ATTEST: __________________________________ Michele Lindau, City Clerk RESOLUTION 2022-____ APPROVING PRELIMINARY PLAT REQUESTED BY DENNIS PROPERTIES. LLC, FOR “DOWNTOWN HUGO” ON PROPERTY LOCATED SOUTH OF 147TH STREET NORTH AND EAST OF HIGHWAY 61 (FOREST BOULEVARD NORTH) WHEREAS, Dennis Properties, has requested approval of a preliminary plat to allow construction of 4 commercial lots on a 4.2 acre property legally described as follows: (See Attached) WHEREAS, the Planning Commission has reviewed the preliminary plat at a duly called Public Hearing and recommends approval, and; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the request by Dennis Properties, LLC, for a preliminary plat, subject to the following conditions: 1. A preliminary plat is approved to allow the development of a restaurant and 4 commercial buildings. The development shall be constructed in accordance with the application and plans received by the City on October 22, 2021, November 8, 2021, November 11, 2021, November 24, 2021, February 2, 2022, and March 18, 2022, except as amended by this resolution. 2. Approval is contingent upon City Council approval of a rezoning to PUD for the 4.2 acre site. 3. The developer shall comply with Resolution 2022-___ for the PUD. 4. The developer must comply with all conditions outlined in the City Engineer’s memo dated September 1, 2022. 5. The building setbacks and impervious surface requirements for the development are as follows: Front Setback (min) 10 feet Side Setback (min) 0 feet Rear Setback (min) 0 feet Lot Impervious (max) 46% Resolution 2020-23 Page 2 6. Prior to the release of the final plat for recording, the developer shall comply with the following conditions. a. The development shall comply with the Fire Chief’s requirements regarding fire flow calculations, the location of fire hydrants, fire department connections, and fire lane signage. b. The developer shall vacate the existing easements and dedicated new easements on the property. c. The Commercial Property Owners Association documents for review and approval by staff. d. The City’s development fees will apply to this project. The fee amounts will be calculated and included as part of the Development Agreement. A development agreement shall be executed and all fees shall be paid. 7. Prior to the issuance of building permits, the developer shall comply with the following conditions. a. The applicant shall record the final plat, development agreement and all other documentation at Washington County and provide the City with proof of recording. ADOPTED by the City Council this 3rd day of October, 2022. ______________________________ Tom Weidt, Mayor ATTEST: _______________________________ Michele Lindau, City Clerk C:\Users\rachel.juba\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\O7PY7DSU\018652-000 LTR RJuba - Downtown Hugo - 2022-09-01.docx 178 E 9TH STREET | SUITE 200 | SAINT PAUL, MN | 55101 | 651.286.8450 | WSBENG.COM September 1, 2022 Ms. Rachel Juba Community Development Director City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Site Plan Review Downtown Hugo WSB Project No. 018652-000 Dear Ms. Juba: We have reviewed the site plan submittal for the proposed Downtown Hugo Site located east of Highway 61 just north of 146th Street. In particular, we have reviewed the following plans related to this particular request: • Civil Plan Sheets dated 3/18/22 by SRF • Stormwater Management Report dated 3/18/22 by SRF Based on the review of the above documents, we offer the following comments related to this application: Grading, Street, and Utility Plans 1. The site is proposed to maintain the current access from Forest Boulevard/US Hwy 61 at 146th Street. 2. Any impact to traffic or the state right of way as part of construction will need to be coordinated with, permitted, and approved by MNDOT. 3. Water service to the site will be achieved by connecting to the watermain at the south end of Fondant Avenue and looping it through the site and connecting to the existing watermain on the east side of Forest Boulevard/US HWY 61 4. Sanitary sewer service to the site will involve rerouting the existing sanitary sewer mains that run from the north and south of the site and connecting to the existing sanitary sewer manhole on the east side of Forest Boulevard/ US Hwy 61 to accommodate the selected building locations. 5. Detailed redline comments have been provided on the plans and sent to the applicants engineer so they can be addressed in future submittals. 6. The existing drainage and utility easement for the sanitary sewer will require vacation, with new drainage and utility easements placed for the looped watermain and the relocated sanitary sewer. Ms. Rachel Juba September 1, 2022 Page 2 Stormwater Management 7. The stormwater water quality and rate control requirements are proposed to be met through the use of onsite permeable pavement. The storage below the permeable pavement is sized to meet the City’s water quality and RCWD’s rate control requirements. 8. The applicant is not able to meet the 0.1 cfs/ac rate control rule due to site constraints. The City’s rule allows for this 0.1 cfs/ac rate control requirement to be waived if the site discharges to a water body with a large storage capacity, the volume discharged from the project site does not contribute to downstream flood peak and there are no downstream locations susceptible to flooding. This site has demonstrated compliance with those three criteria and is showing a decrease in rates for all storm events this is not anticipated to have a negative impact on Egg Lake or any downstream properties. Additionally, the discharge volume to Egg Lake is decreased in all storm events so Egg Lake’s HWL will not increase due to this project. 9. The proposed stormwater management meets all RCWD requirements. 10. There is not a regulated floodplain elevation set by FEMA or RCWD for Egg Lake. 11. An operations and maintenance plan for the permeable pavement has been included in the stormwater management plan. A stormwater maintenance agreement will be required for the permeable pavement on the site. Wetlands 12. A Notice of Decision was issued on March 3, 2022, approving a no-loss for the project based on plan sets submitted on November 11, 2021. The decision approved the installation of pilings within the portion of wetland above the OHW that falls under the jurisdiction of the wetland conservation act (WCA). No filling, draining, or excavation within the wetland is approved. 13. A series of eight (8) conditions were applied to the WCA approval for a no-loss. 14. The plans show clearing and grubbing of trees, but this was not included in the plan set that accompanied the application on 11/15/21. A narrative describing how this work can be done within the context of the previously issued No-loss is required. 15. Bioroll is still shown in the wetland which would constitute fill if left in place. 16. A separate US Army Corps permit has been issued for this project. Conditions of that permit must be followed. 17. One of the conditions of the WCA issued no-loss was to provide an existing (pre-construction) vegetation survey. The 2022 growing season is almost over and this still needs to be submitted. Thank you for the opportunity to provide comments on this project. Additional comments may be necessary following the review of the responses to these. If you have any questions, please do not hesitate to contact me at 651-286-8463. Sincerely, WSB Mark Erichson, PE City Engineer cc: Scott Anderson, Public Works Director (email only) Liz Finnegan, Senior Engineering Technician (email only) Central Region Headquarters 1200 Warner Road Saint Paul, MN 55106 September 28, 2022 Honorable Mayor Weidt and members of the City Council City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: DNR Comments on Dennis Properties Preliminary Plat and PUD Application for Downtown Hugo Dear Mayor and City Council, The DNR understands that the city wants to develop its downtown and achieve its vision for a more visible and attractive community gathering area. For this and other reasons the planning commission recommended approval of this project at their meeting on September 8, 2022. While we understand the desire for creating new and attractive community amenities, we believe this project is contrary to state law regulating shorelands and creates unacceptable impacts to Egg Lake, and we recommend denial as proposed. Dan Scollan, DNR Area Hydrologist sent a letter to the planning commission dated September 2, 2022, explaining our reasons for denial (attached). The proposed project deviates significantly from the required structure setback and impervious surface requirements for shoreland development in state rule and in your ordinance. The project proposes a 0-foot structure setback from the ordinary high-water level when 75 feet is required. Decks, parking lots, and buildings will be located along the shoreline and within the highly sensitive shore impact zone, where such development is prohibited. The project also proposes 84% hard surface cover (including 46% impervious cover with 38% permeable pavement) when a 25% impervious coverage limit is required. We understand that the city believes it can deviate from these standards by rezoning this parcel to a PUD district under section 90-141 of its ordinance. We respectfully disagree that the city can use this approach to circumvent its shoreland standards. As recognized by the Shoreland Management Act, shoreland standards are necessary to guide the wise development of public water shorelands, preserve their economic and natural environmental values, and to provide for the wise use of water and related land resources of the state. See Minn. Stat. § 103F.201. The importance of preserving the value of shorelands is explicitly recognized in the Municipal Planning Act, which requires cities to uphold shoreland protections under Chapter 103F. See Minn. Stat. § 462.357. Moreover, a municipality’s shoreland ordinance must be at least as restrictive as the municipal shoreland management standards and criteria in Minn. Stat. § 103F.211. Nothing in state statute, the state shoreland rules, or the city’s shoreland ordinance allow for a shoreland parcel to be completely removed from shoreland regulation by simply rezoning it as a PUD. Allowing such a procedure would have the effect of negating the purpose of the Shoreland Management Act altogether. The variance process is an alternative mechanism for individual parcels to seek deviations from the standard shoreland regulations. See Minn. Stat. 462.357, Subd. 6. But even in the context of a variance, the deviations proposed as part of this development are so egregious that they completely undermine the Shoreland Management Act protections for Egg Lake. There are no beneficial environmental protection tradeoffs for this project and thus no justification for this level of deviation. Additionally, this project does not achieve the spirit or the policy criteria in either the city’s PUD standards or the City of Hugo Downtown Plan & Design Guidelines, an element of the city’s comprehensive plan. The DNR has offered to work with the city over the years, going back to February 2017, to amend its shoreland ordinance with implementation flexibility through the procedures in Minn. R. 6120.2800. That process requires discussions to identify specific flexibility needs in return for higher or more protective standards elsewhere. Unfortunately, the city did not pursue these offers and the Planning Commission has decided to approve a project with significant impacts to Egg Lake- directly rejecting its own environmental goals and policies. Even if the city had pursued these offers, no flexibility provided through the shoreland rules would ever allow for development as currently proposed for the downtown. For these reasons, the DNR respectfully recommends denial of this preliminary plat/PUD development and request the Mayor and Council leadership also recommend denial. Sincerely, Dan Lais Central Region Manager cc: Rachel Juba, Community Development Director Dan Scollan, DNR East Metro Area Hydrologist John (Jack) Gleason, DNR South District Hydrologist Supervisor Jenny Shillcox, DNR Land Use Unit Supervisor Central Region Headquarters 1200 Warner Road Saint Paul, MN 55106 September 2, 2022 Rachel Juba, Community Development Director City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: DNR Comments on the Preliminary Plat and PUD for Downtown Hugo, Parcel ID 20.031.21.24.0074, Hugo Dear Rachel Juba, Thank you for notifying the Department of Natural Resources (DNR) of the upcoming September 8, 2022 public hearing on the Preliminary Plat and Planned Unit Development (PUD) application for the Downtown Hugo project. I have evaluated this application in context of the City of Hugo’s shoreland ordinance and DNR’s permitting requirements. Shoreland Ordinance Standards Minnesota’s shoreland management standards apply to all public waters in the state that are assigned a Shoreland Classification, including Egg Lake. Under Minn. Stat. 103F.221 and Minn. Rules 6120.3900, cities with shorelands in their jurisdiction are required to adopt and administer shoreland ordinances that substantially comply with the standards in the rules. The standards are designed to accommodate development around sensitive water bodies in a sustainable way – reducing impacts on water quality, protecting fish and wildlife habitat, and preserving the natural character of the water body. The submitted application proposes a commercial development on a 4.3-acre parcel riparian to Egg Lake. Egg Lake is a shallow, approximately 150-acre Public Water Basin with a shoreland classification of Recreational Development Lake. The PUD application requests several far-reaching deviations from key protection provisions in the City of Hugo’s shoreland ordinance that apply to the shoreland district for Egg Lake: • Impervious Surface Standard – Shoreland impervious surface standards are established in statewide rules and administered through local ordinances to not only limit the rate and amount of runoff and pollutants entering public waters, but also to provide space for natural functions such as vegetation and wildlife habitat. Hugo Code of Ordinances, Sec. 90-137(2) states that “no more than 25% of a lot or parcel in the shoreland district may be covered by an impervious surface.” However, as indicated in the Sheet C2.0, Overall Site Plan in the Civil Plans dated March 18, 2022, this proposal would cover 46% (83,004 square feet or 1.9 acres) of the project area with buildings and impermeable pavement and another 38% (68,694 square feet or 1.6 acres) with pervious pavement, covering 84% (151,698 square feet) of the parcel with constructed hard surfaces while leaving just 16% (28,896 square feet or 0.7 acres) with a natural vegetated surface. • Structure Setback Standard – Structure setback standards from the ordinary high water level are established in statewide rules and administered through local ordinances to preserve a natural shoreline, to ensure an adequate buffer between structures and public waters, to limit property damage from water level fluctuations, and to limit the visibility of structures as viewed from the surface of public waters. Hugo Code of Ordinances, Sec. 90-1 defines structures as “any building or appurtenance, including decks, porches, sheds, foundations, or similar.” Just month ago, on August 1, 2022, the City of Hugo adopted an ordinance amending Sec. 90-137(2) with a requirement for a minimum 75 feet structure setback from the ordinary high water level (OHWL) of Recreational Development Lakes such as Egg Lake. However, Sheet C2.0, Overall Site Plan in the Civil Plans show SE Building #1 as close as 6 feet to the OHWL, NE Building #1 as close as 18 feet to the OHWL, and NE Building #2 as close as 13 feet to the OHWL. Moreover, the plans show decking (defined as a structure per Sec. 90-1) covering more than 10,000 square feet and extending along 500 feet of Egg Lake shoreline as close as 0 feet from the OHWL. If this application is approved, the City of Hugo would completely disregard this standard just 1 month after adoption. The application requests flexibility from these environmental standards under Hugo Code of Ordinances, Sec. 90-141, Planned unit developments (PUD). DNR notes that Sec. 90-141(a)(5), Purpose and intent, requires the applicant to demonstrate that their development plan results in “preservation and enhancement of natural features and open spaces, including but not limited to the width expansion of greenway corridors, conservation of wooded areas, development of buffer areas, reduction of impervious surface, and utilization of joint facilities and utilities.” This application, however, does not include an adequate natural buffer to Egg Lake and would increase the extent of impervious surface from pre-development conditions. Further, DNR notes that Sec. 90-141(j)(3), Coordination with other zoning regulations, item c, requires PUDs to be “coordinated with and in compliance with provisions of the natural environment-based regulations identified in this Code.” Our review, however, indicates this application is not compliant with the city’s natural environment-based regulations. The applicant cited the City of Hugo Downtown Plan & Design Guidelines in their PUD flexibility request. DNR notes that the Downtown Plan includes the following framework principle: “reduce the impact of development close to Egg Lake to improve lake quality and preserve wildlife habitat.” We also note that the Open Space and Storm Water Management Design Standards in the Downtown Plan provide an excellent illustration of a stormwater management approach to the shoreline of Egg Lake that would provide a natural vegetative buffer to filter pollutants and provide wildlife habitat. This application, however, is not consistent with this framework principle and design standard. Under this proposal, the shoreline of Egg Lake would be developed with parking areas and structures as close as 0 feet from the OHWL of Egg Lake. Public Waters Work Permitting Requirements Sheet C2.0, Overall Site Plan in the Civil Plans shows three docks with platforms extending beyond the ordinary high water level (OHWL) boundary of Egg Lake that do not meet the no permit required criteria in Minn. R. 6115.0210, subp. 4(A) and DNR’s General Permit 2008-0401 for dock platforms. First, General Permit 2008-0401 allows riparian landowners to install a single dock platform up to 170 square feet in size. The plans, however, show three dock platforms for this single development. Second, General Permit 2008-0401 requires that a dock leading to a platform must be 5 feet or less in width. The plans, however, show docks 8 feet in width. As shown in this application, these over- sized docks require application for an individual DNR Public Waters Work Permit. Under DNR’s Public Waters Work Rules (Minn. R. 6115.0150 – 6115.0280), please note the applicant must show that the project represents the minimal impact solution to a specific need with respect to all reasonable alternatives. An 8-feet wide dock in a T-configuration, as used at many DNR public accesses, would be a reasonable, lower impact alternative for providing the desired access to Egg Lake. Since the proposed design is not a minimal impact solution, a DNR Public Waters Work Permit cannot be issued for these docks as proposed. Water Appropriation Permitting Requirements Sheet L1.0, Overall Landscape Plan in the Civil Plans shows an irrigation pump inlet pipe in Egg Lake for landscape irrigation. A DNR Water Appropriation Permit is required to take water from a lake, wetland, stream, or well to irrigate landscaping if the amount of water exceeds 10,000 gallons per day, or one million gallons per year. DNR Recommendations Unless substantial changes are made to the submitted Preliminary Plat and PUD application to align with the city’s shoreland ordinance standards, DNR strongly recommends denial of this application. While DNR finds this particular development application highly problematic, we understand the city’s interest in downtown development near Egg Lake. We have on multiple occasions encouraged city staff to develop a revised shoreland ordinance for DNR approval that includes alternate standards for the downtown central business district. We previously communicated to city staff as far back as February 2017 that DNR can accommodate alternate standards in shoreland through the implementation flexibility process in Minn. R. 6120.2800, subp. 3. The implementation flexibility process is the appropriate process under state law for communities to negotiate deviations to statewide minimum shoreland development standards. Sincerely, Dan Scollan East Metro Area Hydrologist cc: Dan Petrik, DNR Lake & River Shoreland Program Manager John (Jack) Gleason, DNR South District Hydrologist Supervisor Metropolitan District Waters Edge Building 1500 County Road B2 West Roseville, MN 55113 An equal opportunity employer MnDOT Metropolitan District, Waters Edge Building, 1500 County Road B2 West, Roseville, MN 55113 September 9, 2022 Rachael Juba Community Development Director City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 SUBJECT: MnDOT Review #S22-028 Downtown Hugo NE Quad US 61 & 146th Street North Hugo, Washington County Dear Ms. Juba: Thank you for the opportunity to review the plans for the Downtown Hugo development. MnDOT has reviewed the information and has the following comments: Traffic Impact Study (TIS): Based on the estimated new traffic to be generated by this development, MnDOT strongly recommends the City require a Traffic Impact Study (TIS). MnDOT’s Access Management Manual, Chapter 5, provides guidance for creating a TIS. The manual is located at: Resources - Access Management - MnDOT (state.mn.us) This TIS should be shared with MnDOT when completed. Questions on this comment should be directed to Kaare Festvog, MnDOT Metro District Traffic at kaare.festvog@state.mn.us or 651-234-7814. Signal Operations: The development should connect the driveway to "Fondant Ave/Lower 147th St N/Foxhill Ave" for a secondary access. Additionally, an Intersection Control Evaluation (ICE) report will be needed to determine if the intersection with 146th Street can remain unsignalized. Please direct questions on these comments to Michael Fairbanks, MnDOT Metro Signal Operations, mike.fairbanks@state.mn.us or 651-234-7819. Signing: The Stop sign mentioned in the plans should be a 36” x 36” Stop sign and should be installed on a 2.5” square tube as according to MnDOT standards. See http://www.dot.state.mn.us/trafficeng/signing/plans.html for correct details, and should be mounted with appropriate base according to surface type. MnDOT Metropolitan District, Waters Edge Building, 1500 County Road B2 West, Roseville, MN 55113 Questions on this comment should be directed to Joseph Bruer, MnDOT Metro Signs & Markings, joseph.bruer@state.mn.us, or 651-234-7837. Water Resources: There is not enough information with this submittal to make a firm determination on whether a drainage permit will be required. Any projects adjacent to MnDOT Right-of-Way or connecting to MnDOT drainage facilities will require a MnDOT drainage permit to ensure that current drainage rates to MnDOT right-of-way will not be increased. The drainage permit application, including the information below, should be submitted online to: https://dotapp7.dot.state.mn.us/OLPA/ The following information must be submitted with the drainage permit application: 1) A grading plan showing existing and proposed contours. 2) Drainage area maps for the proposed project showing existing and proposed drainage areas. Any off-site areas that drain to the project area should also be included in the drainage area maps. The direction of flow for each drainage area must be indicated by arrows. 3) Drainage computations for pre and post construction conditions during the 2, 10, 50 and 100 year rain events. 4) Time of concentration calculations. 5) An electronic copy of any computer modeling used for the drainage computations. 6) See also the attached Drainage Permits Checklist for more information. Once a drainage permit application is submitted, a thorough review will be completed and additional information may be requested. Please direct questions concerning drainage issues to Jason Swenson, MnDOT Metro Water Resources at (651-234-7539) or Jason.Swenson@state.mn.us. Permits: An Access permit will be required. As stated above, a Drainage permit may be required once additional information is provided to Water Resources. In addition, any use of, or work within or affecting, MnDOT right of way will require a permit. Permits can be applied for at this site: https://olpa.dot.state.mn.us/OLPA/. Please upload a copy of this letter when applying for any permits. Please direct questions regarding permit requirements to Buck Craig of MnDOT’s Metro Permits Section at 651-775-0405 or Buck.Craig@state.mn.us. Review Submittal Options MnDOT’s goal is to complete reviews within 30 calendar days. Review materials received electronically can be processed more rapidly. Do not submit files via a cloud service or SharePoint link. In order of preference, review materials may be submitted as: MnDOT Metropolitan District, Waters Edge Building, 1500 County Road B2 West, Roseville, MN 55113 1. Email documents and plans in PDF format to metrodevreviews.dot@state.mn.us. Attachments may not exceed 20 megabytes per email. Documents can be zipped as well. If multiple emails are necessary, number each message. 2. PDF file(s) uploaded to MnDOT’s external shared internet workspace site at: https://mft.dot.state.mn.usmetrodevreviews.dot@state.mn.us. Contact MnDOT Planning development review staff at for uploading instructions, and send an email listing the file name(s) after the document(s) has/have been uploaded. If you have any questions concerning this review, please contact me at (651) 234-7797. Sincerely, Cameron Muhic Senior Planner Copy sent via E-Mail: Buck Craig, Permits Lance Schowalter, Design Jason Swenson, Water Resources Kaare Festvog, Traffic Alexander Hogan, Traffic Mark Lundquist, Right-of-Way Ryan Coddington, Area Engineer Adam Josephson, Area Manager Joseph Zilka, MnDOT ADA Joseph Bruer, Signs and Marking Michael Fairbanks, Signal Operations Kimberly Zlimen, Transit Jesse Thornsen, Ped/Bike Michael Samuelson, Ped/Bike Bethany Brandt-Sargent, Metropolitan Council Jed Hanson, Metropolitan Council NO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGEGG LAKESHEETSHEET TITLEPROJECT INFODRAWN:DESIGNED:CHECKED:PROJECT NO:ISSUE RECORDSignature Name:Date:Lic. No.:DENNIS PROPERTIES2214 FIFTH STREET, UNIT 3,WHITE BEAR LAKE, MN 55110651-247-7007Print Name:CERTIFICATIONSignature Name:Date:Lic. No.:PREPARED FORPROJECTPrint Name:I hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.3701 WAYZATA BOULEVARDSUITE 100MINNEAPOLIS, MN 55416-3791PH: 763-475-0010www.srfconsulting.comNO. DATE DESCRIPTION010-22-2021CITY SUBMITTAL103-18-2022CITY RESUBMITTALDOWNTOWN HUGO NORTHEAST CORNER OF HIGHWAY 61 / 146TH STREET N, HUGO, MN 55038 P. SCHROEDER14356.00N. SCHAUFENBUELN. SCHAUFENBUELP. SCHROEDERXXXXXPRELIMINARY PLATPP1.0EGG LAKEPRELIMINARY PLAT LEGENDPROPERTY LINE - PROPOSED LOT LINEEXISTING INTERNAL LOT LINESEXISTING EASEMENTPROPOSED EASEMENTSETBACK LINE (VARIABLE, NOT SHOWN)EXISTING CONDITIONSPROPOSED CONDITIONSDENOTES PROPOSED DRAINAGE ANDUTILITY EASEMENT AREANUS HWY 61(FOREST BLVD N)FONDANT AVE NWASHINGTON REGIONAL RAILROAD AUTHORITY(ABANDONED BURLINGTON NORTHERN RAILROAD)146 THST NR.O.W. DEDICATION(8' WIDE)LOT 2BLOCK 1LOT 1BLOCK 1100.65'46.00'165.48'319.72'84.65'117.63'LOT 1 BLOCK 1LOT 2 BLOCK 1LOT 3 BLOCK 1LOT 4 BLOCK 1ROW DEDICATIONTOTAL25,718 SF60,134 SF66,163 SF28,580 SF 4,897 SF185,492 SF0.590 ACRES1.380 ACRE1.519 ACRE0.656 ACRE0.113 ACRE4.258 ACRES279.08'PROPOSED 40' WIDEDRAINAGE AND UTILITYEASEMENTPROPOSED 40' WIDEDRAINAGE AND UTILITYEASEMENTPROPOSED VARIABLE WIDTHDRAINAGE AND UTILITYEASEMENT292.61'61.34'138.81' 274.47'37.38'PROPOSED VARIABLE WIDTHDRAINAGE AND UTILITYEASEMENTLOT 3BLOCK 1125.78'14.33'THE FOLLOWING LEGAL DESCRIPTION IS AS SHOWN ON SURVEY PRODUCED BY WSB AND ASSOCIATES.THE SUBJECT PROPERTY IS CURRENTLY BEING REGISTERED AND THE LEGAL DESCRIPTION IS SUBJECTTO CHANGE.That part of Lots 5, 7, 8, 9, 10, 11, 12, 13, 14, 15, and 16 all in COUNTY AUDITORS PLAT NO. 7, as is on file and ofrecord in the office of the County Recorder, Washington County, Minnesota, described as follows: Commencing atthe Northeast Corner of Government Lot 4, Section 20, Township 31, Range 21, Washington County, Minnesota;thence South 89 degrees 54 minutes 43 seconds West, assumed bearing along the north line thereof, 770.38 feet tothe easterly Right of Way Line of U.S. Highway No. 61; thence South 11 degrees 51 minutes 27 seconds West, alongsaid easterly Right of Way Line, 1150.20 feet to the Southwest Corner of said Lot 15; thence South 78 degrees 02minutes 24 seconds East, 173.48 feet to the point of beginning of the tract to be described; thence North 11 degrees51 minutes 27 seconds East, 46.00 feet; thence North 78 degrees 09 minutes 34 seconds West, 173.48 feet to saideasterly Right of Way Line; thence North 11 degrees 51 minutes 27 seconds East, along said easterly Right of WayLine, 612.17 feet; thence South 79 degrees 15 minutes 40 seconds East, 145.81 feet to the southerly extension of thewesterly line of KENNETH N. GRANGER ADDITION, as is on file and of record in the Office of the County Recorder,Washington County, Minnesota; thence North 11 degrees 13 minutes 45 seconds East, along said southerlyextension, 61.34 feet to a point distant 52.40 feet southwesterly of the Southwest Corner of Lot 2 said KENNETH N.GRANGER ADDITION; thence North 79 degrees 24 minutes 05 seconds West, 145.15 feet to said easterly Right ofWay Line; thence North 11 degrees 51 minutes 27 seconds East, along said easterly Right of Way Line, 278.07 feet;thence North 89 degrees 54 minutes 43 seconds East, 209.14 feet to the east line of said Lot 5; thence South 00degrees 32 minutes 40 seconds West, along said east line, 58.99 feet to the south line of said Lot 5; thence South 89degrees 54 minutes 42 seconds West, along said south line, 75.38 feet to the Northwest Corner of Lot 1 saidKENNETH N. GRANGER ADDITION; thence South 11 degrees 13 minutes 45 seconds West, along the westerly lineof said KENNETH N. GRANGER ADDITION and it's southerly extension, 244.73 feet to a point distant 52.40 feetsouthwesterly of the Southwest Corner of said Lot 2; thence South 76 degrees 42 minutes 05 seconds East, 274.47feet to the westerly line of Lot 3 said KENNETH N. GRANGER ADDITION; thence South 00 degrees 20 minutes 17seconds West, along said westerly line, 64 feet more or less to the shore line of Egg Lake; thence southwesterlyalong said shore line, 737 feet more or less to a line which bears South 78 degrees 02 minutes 24 seconds East fromthe point of beginning; thence North 78 degrees 02 minutes 24 seconds West, 110 feet more or less to the point ofbeginning.FOR THE PURPOSES OF THIS SURVEY ONLY A PORTION OF THE ABOVE DESCRIBED LEGAL DESCRIPTIONIS SHOWN GRAPHICALLY. UNDERLINED PORTION OF LEGAL DESCRIPTION IN NOT INCLUDED IN THISSURVEY AND IS NOT SHOWN GRAPHICALLY.EXISTING PROPERTY AREA = 185,492 SF (4.258 ACRES), AS MEASURED TO ORDINARY HIGH WATER LINE.EXISTING PROPERTY - LEGAL DESCRIPTION1.EXISTING PROPERTY IS BASED ON TOPOGRAPHIC SURVEY COMPLETED BY CORNERSTONE LANDSURVEYING, INC, WITH REVISED DATE OF 7-16-2021, WHICH ALSO REFERENCES CERTAIN ITEMS,LIKE EASEMENTS AND WETLAND, PROVIDED BY WSB & ASSOCIATES SURVEY OR DATA.2.BEARINGS ARE BASED ON COORDINATES SUPPLIED BY THE WASHINGTON COUNTY SURVEYORSOFFIC (NAD 83). VERTICAL DATUM BASED ON NAVD 88.3.BENCHMARKS - ELEVATIONS BASED ON INFORMATION AS SHOWN ON THE MNDOT GEDETICWEBSITE. SURVEY DISK PAUL MNDT RESET WITH AN ELEVATION OF 932.38 WAS USED TOESTABLISH VERTICAL CONTROL FOR THIS SURVEY (NAVD 88).4.EXISTING ZONING - PLANNED UNIT DEVELOPMENT5.BUILDING SETBACK LINES = VARIABLE (PUD). PROPOSED CONSTRUCTION IS ONE-STORYCOMMERCIAL RETAIL. FIRST FLOOD ELEVATIONS, SEE DEVELOPMENT GRADING PLAN.PLATTING NOTESPROPOSED PLAT NAME: DOWNTOWN HUGOPROPOSED PARCEL INFO:PROPOSED PROPERTYDOWNTOWN HUGO - PLAT SUMMARYLEGAL DESCRIPTIONAREA SFAREA ACRESNORTH LINE GOV'T LOT 4,SEC. 20, TWP. 31, RNG. 21(NE CORNER, NOT IN VIEW,SEE SURVEY)100' ROWWASHIN G T O N C O U N T Y R E G I O N A L RAILROA D A U T H O R I T Y 66' ROWU.S.HIGHWA Y 6 1(FOREST B L V D . N O R T H )ORDINARY HIGH WATER LINEAND EXISTING PROPERTY LINE612.17'PROPOSED 10' WIDEDRAINAGE AND UTILITYEASEMENT (TYP.)PROPOSED 5' WIDE DRAINAGEAND UTILITY EASEMENT (TYP.)PROPOSED 5' WIDE DRAINAGEAND UTILITY EASEMENT (TYP.)LOT 4BLOCK 18.00' 8.00'325.70'92.95'12.14' 144.73'252.90'299.82'126.15'ROW DEDICATIONPROPOSED 30' WIDEDRAINAGE AND UTILITYEASEMENT GSOCGOPHER STATE ONE CALL (GSOC)STATE LAW REQUIRES CONTRACTOR TO CONTACT AND PROVIDE NOTICETO THE NOTIFICATION CENTER BEFORE BEGINNING ANY EXCAVATION.(REFER TO MINNESOTA STATE STATUTE CHAPTER 216D FOR DETAILS)E-TICKET:WWW.GSOCSUBMIT.ORGBY PHONE:EMERGENCY TICKETS:866-640-3637TWIN CITIES METRO:651-454-0002GREATER MN AREA:800-252-1166NATIONALLY:811DESCRIPTIONTITLE SHEETOVERALL - EXISTING CONDITIONS / REMOVALS PLANOVERALL - SITE PLANPHASE 1 - SITE PLANOVERALL - GRADING PLANPHASE 1 - GRADING PLANPHASE 1 - EROSION CONTROL PLANPHASE 1 - SWPPP NOTESOVERALL AND PHASE 1 - UTILITY PLANCIVIL DETAILSOVERALL - LANDSCAPE PLANPHASE 1 - LANDSCAPE PLANLANDSCAPE ENLARGEMENTLANDSCAPE DETAILSLANDSCAPE DETAILS - BOARDWALK & DECKSHEET NO.C0.0C1.0C2.0C2.1C3.0C3.1C3.2C3.3 - C3.4C4.0C5.0 - C5.7L1.0L1.1L1.2L2.0L2.1SHEET INDEXDOWNTOWN HUGOHUGO, MN100% DESIGN DEVELOPMENTPROJECT LOCATIONVICINITY MAP(NO SCALE)PROJECT LOCATIONNOTE:TITLE SHEETC0.0SHEETSHEET TITLEPROJECT INFODRAWN:DESIGNED:CHECKED:PROJECT NO:ISSUE RECORDSignature Name:Date:Lic. No.:DENNIS PROPERTIES2214 FIFTH STREET, UNIT 3,WHITE BEAR LAKE, MN 55110651-247-7007Print Name:CERTIFICATIONSignature Name:Date:Lic. No.:PREPARED FORPROJECTPrint Name:I hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.3701 WAYZATA BOULEVARDSUITE 100MINNEAPOLIS, MN 55416-3791PH: 763-475-0010www.srfconsulting.comNO. DATE DESCRIPTION010-22-2021CITY SUBMITTAL103-18-2022CITY RESUBMITTALDOWNTOWN HUGO NORTHEAST CORNER OF HIGHWAY 61 / 146TH STREET N, HUGO, MN 55038 P. SCHROEDER14356.00N. SCHAUFENBUELN. SCHAUFENBUELP. SCHROEDERXXXXX25721MICHAEL C. AARONCIVIL ENGINEER / LANDSCAPE ARCHITECTPAUL SCHROEDER - PROJECT MANAGERSRF CONSULTING GROUP3701 WAYZATA BOULEVARD, SUITE 100MINNEAPOLIS, MN 55416PH: 763-249-6796EMAIL: pschroeder@srfconsulting.comCONTACT NAME | PHONE NUMBER | EMAIL XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX1.EXISTING CONDITIONS BASED ON SURVEY (TYPE OR TITLE) BY SURVEY FIRM, DATED 00-00-0000.2.CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION, AND NOTIFYING THE CIVIL ENGINEER AND OWNER IMMEDIATELY OFANY DISCREPANCIES. THIS INCLUDES, BUT NOT LIMITED TO, TOPOGRAPHY, ELEVATIONS, UTILITIES, VEGETATION, AND OTHER RELATED ITEMS.3.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL UTILITY LOCATES. THE CONTRACTOR SHALL SUBMIT A TICKET FOR PUBLIC UTILITY LOCATES 48 HOURS PRIOR TO ANY GRADING,EXCAVATION, OR UTILITY WORK THROUGH "GOPHER STATE ONE CALL" (GSOC) AT WWW.GSOCSUBMIT.ORG, OR CALLING 811, ALONG WITH ANY FOLLOW-UP TO MISSING INFORMATION. THECONTRACTOR MUST HIRE A PRIVATE UTILITY LOCATING SERVICE TO LOCATE PRIVATE UTILITIES IN THE CONSTRUCTION AREA PRIOR TO ANY EXCAVATION. THE ENGINEER SHALL BE NOTIFIEDIMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.4.CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TO MAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS AND IMPROVEMENTS. SEEEROSION CONTROL PLAN AND STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND RELATED DOCUMENTS.5.CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS WITH PROPOSED IMPROVEMENTS AND FIELD VERIFY CONDITION OF EXISTING APPURTENANCES TO REMAIN. CONTRACTOR SHALL BERESPONSIBLE FOR PROTECTING, REPAIRING, OR REPLACING MISCELLANEOUS ITEMS (SUCH AS FENCES, SIGNS, IRRIGATION HEADS, ETC.) THAT MAY BE DAMAGED BY CONSTRUCTION.CONTRACTOR SHALL PROTECT SURFACE AND SUBSURFACE FEATURES NOT NOTED FOR REMOVAL. PROVIDE SAWCUT AT PAVEMENT EDGE REMOVAL. PROVIDE SMOOTH TRANSITION OF ANYREMOVAL OR IMPROVEMENTS AT DISTURBANCE EDGE. HAUL AND DISPOSE OF ALL REMOVAL ITEMS OFF-SITE.6.CONTRACTOR SHALL DEMOLISH AND REMOVE ALL ITEMS ILLUSTRATED ON THE PLANS AND OTHER ITEMS, AS NECESSARY FOR THE PROJECT AND RELATED IMPROVEMENTS. THIS INCLUDESITEMS SUCH AS BUILDINGS, ACCESSORY STRUCTURES, FOUNDATIONS, PAVEMENTS, DEBRIS, VEGETATION, SUBSURFACE ITEMS (UTILITIES), UNDESIRED SOIL, AND OTHER RELATED ITEMS.VERIFY ALL SOIL CORRECTIONS WITH GEOTECH REPORT AND RECOMMENDATIONS, UNLESS NOTED OTHERWISE. HAUL AND DISPOSE OF ALL REMOVAL ITEMS OFF-SITE.7.CONTRACTOR SHALL REMOVE, REPAIR AND/OR RELOCATE EXISTING PRIVATE OR PUBLIC UTILITIES AS NECESSARY, WHETHER STATED ON THE PLANS OR NOT, INCLUDING ANY RELATEDPERMITS AND FEES. CONTRACTOR TO COORDINATE AND RECEIVE APPROVAL FOR ACTIVITIES WITH OWNER AND UTILITY COMPANIES BEFORE STARTING WORK.8.CLEAR, GRUB, AND REMOVE ALL TREES AND VEGETATION WITHIN THE CONSTRUCTION LIMITS, OR AS NOTED. STRIP TOPSOIL, STOCKPILE, AND REDISTRIBUTE PER GRADING PLAN.9.TREE PROTECTION FENCING SHALL BE INSTALLED AT THE DRIP LINE OF TREES TO REMAIN, OR AS ILLUSTRATED, WITHIN LIMITS OF DISTURBANCE PRIOR TO THE START OF CONSTRUCTION ANDMAINTAINED THROUGHOUT THE PROJECT. NO DETRIMENTAL CONDITIONS TO OCCUR AT TREE PRESERVATION AREAS, SUCH AS STORAGE OF EQUIPMENT/MATERIALS, CHEMICAL WASH, OREXCAVATION.10.CONTRACTOR SHALL PROVIDE ALL STAGING AND TEMPORARY TRAFFIC CONTROL FOR THE PROJECT, AS APPROVED BY THE OWNER AND GOVERNING AGENCY. PROVIDE MINIMAL DISRUPTIONTO ADJACENT PROPERTIES AND STREETS, OR AS DIRECTED BY PROPERTY OWNER. 11.CONTRACTOR SHALL PROVIDE TEMPORARY CONDITIONS, SUCH AS CONSTRUCTION TRAILER, TEMPORARY FENCING, AND OTHER SECURITY MEASURES FOR THE LENGTH OF THE ENTIREPROJECT.12.ALL CONSTRUCTION PERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS NOTED OTHERWISE.13.FOR ANY SALVAGE AND/OR REINSTALL ITEMS, CONTRACTOR TO PROVIDE ALL WORK RELATED TO RE-LOCATION (TEMP AND PERMANENT), STORAGE, AND PROTECTION.EXISTING CONDITIONS AND SITE REMOVALS NOTESOVERALL - EXISTINGCONDITIONS /REMOVALS PLANC1.0REMOVAL LEGENDPROPERTY LINEEXISTING TOPOGRAPHY TO REMAIN(GRAY/FADED LINEWORK, TYP.)ITEMS TO BE REMOVED(BLACK LINEWORK, TYP.)REMOVE BITUMINOUS PAVEMENTREMOVE BITUMINOUS TRAILMILL BITUMINOUS PAVEMENTREMOVE CONCRETE PAVEMENTREMOVE AGGREGATE SURFACEREMOVE PAVERSREMOVE LANDSCAPINGCLEAR AND GRUB (AREA)CLEAR AND GRUB (TREE)TREE PROTECTIONSAWCUT PAVEMENT (FULL-DEPTH)REMOVE CURB AND GUTTERREMOVE CHAIN-LINK FENCELIMITS OF DISTURBANCEXSHEETSHEET TITLEPROJECT INFODRAWN:DESIGNED:CHECKED:PROJECT NO:ISSUE RECORDSignature Name:Date:Lic. No.:DENNIS PROPERTIES2214 FIFTH STREET, UNIT 3,WHITE BEAR LAKE, MN 55110651-247-7007Print Name:CERTIFICATIONSignature Name:Date:Lic. No.:PREPARED FORPROJECTPrint Name:I hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.3701 WAYZATA BOULEVARDSUITE 100MINNEAPOLIS, MN 55416-3791PH: 763-475-0010www.srfconsulting.comNO. DATE DESCRIPTION010-22-2021CITY SUBMITTAL103-18-2022CITY RESUBMITTALDOWNTOWN HUGO NORTHEAST CORNER OF HIGHWAY 61 / 146TH STREET N, HUGO, MN 55038 P. SCHROEDER14356.00N. SCHAUFENBUELN. SCHAUFENBUELP. SCHROEDERXXXXX25721MICHAEL C. AARONNEGG LAKEUS HWY 61(FOREST BLVD N)FONDANT AVE NWASHINGTON REGIONAL RAILROAD AUTHORITY(ABANDONED BURLINGTON NORTHERN RAILROAD)146 THST NEDGE OF ICE MEASURED ON 12-05-19ICE ELEVATION = OHWL = 926.651FLOOD PLAIN 928.651EDGE OF DELINEATEDWETLANDREMOVE SANITARYMANHOLEREMOVE SANITARYMANHOLEREMOVE SANITARYMANHOLEREMOVE SANITARYCLEAN OUTREMOVE SANITARYMANHOLEREMOVE TELEPHONEPEDESTALREMOVE TELEPHONEPEDESTALREMOVE TELEPHONEPEDESTALREMOVE TELEPHONEPEDESTALREMOVE POSTREMOVE POWER POLE125' SHORELINESETBACK LINER.O.W. DEDICATION(8' WIDE)PHASE 1 REMOVALBOUNDARYPHASE 1 REMOVAL AREAPHASE 2 REMOVALAREASANITARY ANDCORRESPONDING REMOVALSARE PART OF PHASE 1REMOVE TREES ONLY ASNECESSARYREMOVE HYDRANTREMOVE LIGHT POLE NO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGSHEETSHEET TITLEPROJECT INFODRAWN:DESIGNED:CHECKED:PROJECT NO:ISSUE RECORDSignature Name:Date:Lic. No.:DENNIS PROPERTIES2214 FIFTH STREET, UNIT 3,WHITE BEAR LAKE, MN 55110651-247-7007Print Name:CERTIFICATIONSignature Name:Date:Lic. No.:PREPARED FORPROJECTPrint Name:I hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.3701 WAYZATA BOULEVARDSUITE 100MINNEAPOLIS, MN 55416-3791PH: 763-475-0010www.srfconsulting.comNO. DATE DESCRIPTION010-22-2021CITY SUBMITTAL103-18-2022CITY RESUBMITTALDOWNTOWN HUGO NORTHEAST CORNER OF HIGHWAY 61 / 146TH STREET N, HUGO, MN 55038 P. SCHROEDER14356.00N. SCHAUFENBUELN. SCHAUFENBUELP. SCHROEDERXXXXX25721MICHAEL C. AARONOVERALL - SITE PLANC2.0SITE DEVELOPMENT SUMMARYPROPERTY ADDRESS:SEE SURVEYEXISTING PROPERTY AREA:185,492 S.F. (4.258 AC)PROPOSED PROPERTY AREA:180,594 S.F. (4.146 AC), EXCLUDES ROW DEDICATION (4,898 S.F.)PROPERTY OWNER:CITY OF HUGO (DEVELOPER: DENNIS PROPERTIES)EXISTING ZONING:PUD - PLANNED UNIT DEVELOPMENTPARCEL AREAS:SEE PRELIMINARY PLATBUILDING TOTAL (1 OR 2 - STORY):63,000 S.F.SE BUILDING (LOT 1) 6,888 S.F.SW BUILDING(LOT 2) 7,702 S.F.NW BUILDING(LOT 3) 12,588 S.F.NE BUILDING #1 (LOT 4) 2,800 S.F.NE BUILDING #2 (LOT 4) 8,290 S.F.SECOND STORY (TBD) 24,732 S.F.BUILDING USE (MIXED):63,000 S.F.OFFICE 20,000 S.F.RETAIL 25,000 S.F.RESTAURANT(540 SEATS) 18,000 S.F.FLOOR AREA RATIO (FAR):0.349 (63,000 / 180,594)BUILDING SETBACKS:VARIABLE (PUD)IMPERVIOUS SURFACE - EXISTING:81,936 S.F. (45.4%) PRE-DEMOLITION PREVIOUS DEVELOPMENTPERVIOUS SURFACE - EXISTING:98,658S.F. (54.6%)IMPERVIOUS SURFACE - PROPOSED:83,004 S.F. (46.0%)BUILDING:38,006 S.F.PAVEMENT:44,998 S.F.PERVIOUS SURFACE - PROPOSED:97,590 S.F. (54.0%)PERMEABLE PAVEMENT:68,694 S.F.LANDSCAPE AREA:28,896 S.F.PARKING SETBACKS REQUIRED:10' ROW/RESIDENTIAL ZONED, 5' OTHERPARKING SETBACKS PROVIDED:VARIABLE (PUD), SEE PLAN PARKING SPACES REQUIRED:CITY CODE = 380 SPACES1 SPACE = 250 S.F. OF RETAIL (100 SPACES)1 SPACE = 200 S.F. OF OFFICE (100 SPACES)1 SPACE = 3 SEATS CAPACITY OF RESTAURANT (180 SPACES)PARKING SPACES PROVIDED (RATIO):PER PUD = 245 SPACES (3.89 / 1,000 SF), INCLUDING 8 ACCESSIBLEPARKING SIZE REQUIRED:TWO-WAY = 9' WIDE X 18' DEPTH, WITH 24' DRIVE AISLEONE-WAY = 60 DEGREE ANGLE, 9' WIDE X 17' DEPTH, WITH 18' DRIVE AISLEPARKING SIZE PROVIDED:VARIABLE (PUD), SEE PLANBICYCLE PARKING:12 BIKES (6 LOOPS)EGG LAKESITE LEGENDPROPERTY LINEEASEMENTSETBACK LINE (PER CODE)EXISTING CONDITIONSPERMEABLE BITUMINOUS PAVEMENTHEAVY-DUTY BITUMINOUS PAVEMENTCONCRETE PAVEMENTCONCRETE WALKBRICK PAVERSTRUNCATED DOMESDECKCURB AND GUTTERCURB AND GUTTER (TIP-OUT)CURB AND GUTTER (CURB, TAPER, FLUSH)PARKING LOT POLE LIGHTMETAL TREE GRATERETAINING WALLPARKING SPACES PER ROWPOND NORMAL WATER LINE (NWL)LIMITS OF DISTURBANCECONSTRUCTION PHASE BOUNDARYNUS HWY 61(FOREST BLVD N)FONDANT AVE NWASHINGTON REGIONAL RAILROAD AUTHORITY(ABANDONED BURLINGTON NORTHERN RAILROAD)146 THST NR.O.W. DEDICATION(8' WIDE)EDGE OF ICE MEASURED ON12-05-19ICE ELEVATION = OHWL926.651FLOOD PLAIN 928.651EDGE OF DELINEATEDWETLAND245 STALLS W/ 8 ADA STALLS125' SHORELINESETBACK LINELOT 2BLOCK 1LOT 1BLOCK 116' x 14' TRASH ENCLOSURE(SOUTH)PROJECT MONUMENT SIGN("WELCOME TODOWNTOWN HUGO")NE BUILDING #2PRIVATE MAIN STREETNE BUILDING #1NW BUILDINGSW BUILDINGSE BUILDING16' x 14' TRASH ENCLOSURE (NORTH)FUTURE ACCESS /DRIVEWAY WITHFUTURE DEVELOPMENTDOCK (SOUTH)WALKWAY 8'X63'END 12'X14'(TOTAL LENGTH 75')DOCK (CENTRAL)WALKWAY 8'x63'END 12'X14'(TOTAL LENGTH 75')DOCK (NORTH)WALKWAY 8'X63'END 12'X14'(TOTAL LENGTH 75')BOARDWALK / DECKING(TYP.)SEASONAL OUTDOORBAR LOCATIONSEASONAL OUTDOORBAR LOCATIONB612 CONCRETE CURB &GUTTERBIKE RACKS(3 LOOPS, 6 BIKES)BIKE RACKS(3 LOOPS, 6 BIKES)18.0'24.0'18.0'9.0'25.0'18.0'9.0'60 DEGREEANGLED PARKING(TYP.)9.4'24.0'18.0'14.5'18.0'18.0' 18. 0 ' 18. 0 ' 18.0'18.0'9.0'9.7'5.1'12.0'9.0'9.0' 9.0'PAVER CROSSWALKWITH 1' CONCRETEBANDS (TYP.)TURN-AROUND SPACE18.0'2.5'24.0'3.4' 18.0' 24.0' 18.0'9.0'9.0' 2.0'18.0'10.2'18.0' 2.1' 9.4'9.0' 9.8' 5.7' 111.0' 17.9' 105. 7 ' 1 1 . 3 'LOT 3BLOCK 1LOT 4BLOCK 118.0'24.0'18.0'9.0'2.0'12.0'12.0'14.0'24.0'18.0'6.0'18.0'24.0'18.0'5.0'5.0'7.0'MODULAR BLOCKRETAINING WALLMODULAR BLOCKRETAINING WALLMODULAR BLOCKRETAINING WALLEXPOSED BUILDINGFOUNDATION WALL AT EGGLAKE / WETLAND SIDE,BELOW BOARDWALK /DECKING (TYP.)5'X5' HEAVY DUTY CONCRETECENTERED AT STORM DRAIN INLET INPERMEABLE BITUMINOUS PAVEMENT5'X5' HEAVY DUTY CONCRETECENTERED AT STORM DRAIN INLET INPERMEABLE BITUMINOUS PAVEMENT NO PARKINGNO PARKINGSHEETSHEET TITLEPROJECT INFODRAWN:DESIGNED:CHECKED:PROJECT NO:ISSUE RECORDSignature Name:Date:Lic. No.:DENNIS PROPERTIES2214 FIFTH STREET, UNIT 3,WHITE BEAR LAKE, MN 55110651-247-7007Print Name:CERTIFICATIONSignature Name:Date:Lic. No.:PREPARED FORPROJECTPrint Name:I hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.3701 WAYZATA BOULEVARDSUITE 100MINNEAPOLIS, MN 55416-3791PH: 763-475-0010www.srfconsulting.comNO. DATE DESCRIPTION010-22-2021CITY SUBMITTAL103-18-2022CITY RESUBMITTALDOWNTOWN HUGO NORTHEAST CORNER OF HIGHWAY 61 / 146TH STREET N, HUGO, MN 55038 P. SCHROEDER14356.00N. SCHAUFENBUELN. SCHAUFENBUELP. SCHROEDERXXXXX25721MICHAEL C. AARON1.SEE EXISTING CONDITIONS AND REMOVAL PLAN, ALONG WITH ANY RELATED SURVEYS FORDETAILS ON PROPERTY BACKGROUND INFORMATION.2.REFER TO ARCHITECTURAL PLANS FOR MORE INFORMATION ON BUILDINGS, MONUMENTSIGNS, TRASH ENCLOSURES, AND OTHER RELATED ITEMS. VERIFY WITH ARCHITECTURALPLANS THE EXACT BUILDING DIMENSIONS AND LOCATIONS OF EXITS, RAMPS, TRUCKDOCKS/SERVICE, AND OTHER RELATED BUILDING ITEMS.3.SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLANPREPARED BY OTHERS FOR SITE LIGHTING LOCATIONS, DETAILS AND PHOTOMETRICS.4.ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF CONCRETE, OR EXTERIOR FACE OFBUILDING, UNLESS NOTED OTHERWISE.5.ALL CURB RADII SHALL BE 5.0 FEET (TO FACE OF CURB), UNLESS OTHERWISE NOTED.6.ALL CURB AND GUTTER SHALL BE CONCRETE B612 UNLESS OTHERWISE NOTED.7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFICCONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERS,AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OFTHESE DEVICES SHALL BE APPROVED BY THE CITY PRIOR TO PLACEMENT. TRAFFIC CONTROLDEVICES IN PUBLIC RIGHT-OF-WAY SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS,OR AS APPROVED.8.BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THERECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER, OR AS NOTED. PAVEMENT ANDOTHER IMPROVEMENTS TO ADHERE TO ALL AMERICANS WITH DISABILITIES ACT (ADA)REQUIREMENTS FOR ACCESSIBILITY, INCLUDING SLOPE. CONTACT ENGINEER IMMEDIATELYINVOLVING ANY DISCREPANCIES.9.CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURINGCONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TOADJACENT PROPERTIES.10.CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION STAKING.11.CONTRACTOR SHALL PROVIDE ALL SITE GOVERNMENTAL PERMITS AND FEES.SITE NOTES1.ALL TRAFFIC SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALLCONFORM TO THE STANDARDS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFICCONTROL DEVICES (MMUTCD), OR AS NOTED OTHERWISE.2.PARKING LOT STRIPING SHALL BE 4" WIDE COLOR WHITE, TWO COATS OF PAINT.CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS AS SHOWN IN WHITE(TWO COATS).3.ACCESSIBLE PARKING SIGNS AND MARKINGS PER LATEST ADA CODE AND REQUIREMENTS.CONTRACTOR SHALL PAINT THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IN EACHDESIGNATED ACCESSIBLE STALL IN BLUE BACKGROUND WITH WHITE BORDER (TWO COATSOF PAINT). CONTRACTOR SHALL PAINT THE WORDS "NO PARKING" IN EACH ACCESSIBLEISLE ADJACENT TO AN ACCESSIBLE SPACE IN WHITE LETTERS MINIMUM 12" IN HEIGHT.SIGNS TO BE LOCATED AT THE HEAD OF THE PARKING SPACE. SEE ACCESSIBLE PARKINGDETAILS.4.ALL SIGNS SHALL INCLUDE MOUNTING HARDWARE, POST, CONCRETE FOOTING ANDCASING WHERE REQUIRED. CONCRETE CASING REQUIRED IN LOCATIONS WHERE POST ISNOT PROTECTED BY CURB.5.IF NOTED, ALL STOP SIGNS SHALL INCLUDE A 12" WIDE PAINTED STOP BAR IN WHITE PAINT(TWO COATS) PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4' FROMCROSSWALK. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION BETWEENLANES TO THE CURB.6.ALL SIGNS SHALL BE PLACED 18" BEHIND THE BACK OF CURB, UNLESS OTHERWISE NOTED.SIGNAGE AND STRIPING NOTESPHASE 1 - SITE PLANC2.1EGG LAKENUS HWY 61(FOREST BLVD N)FONDANT AVE NWASHINGTON REGIONAL RAILROAD AUTHORITY(ABANDONED BURLINGTON NORTHERN RAILROAD)SITE LEGENDPROPERTY LINEEASEMENTSETBACK LINE (PER CODE)EXISTING CONDITIONSPERMEABLE BITUMINOUS PAVEMENTHEAVY-DUTY BITUMINOUS PAVEMENTCONCRETE PAVEMENTCONCRETE WALKBRICK PAVERSTRUNCATED DOMESDECKCURB AND GUTTERCURB AND GUTTER (TIP-OUT)CURB AND GUTTER (CURB, TAPER, FLUSH)PARKING LOT POLE LIGHTMETAL TREE GRATERETAINING WALLPARKING SPACES PER ROWPOND NORMAL WATER LINE (NWL)LIMITS OF DISTURBANCECONSTRUCTION PHASE BOUNDARYEGG LAKEUS HWY 61(FOREST BLVD N)WASHINGTON REGIONAL RAILROAD AUTHORITY(ABANDONED BURLINGTON NORTHERN RAILROAD)146 THST NR.O.W. DEDICATION(8' WIDE)EDGE OF ICE MEASURED ON12-05-19ICE ELEVATION = OHWL926.651FLOOD PLAIN 928.651EDGE OF DELINEATEDWETLAND118 STALLS W/ 4 ADA STALLS125' SHORELINESETBACK LINE16' x 14' TRASH ENCLOSURE(SOUTH)PROJECT MONUMENT SIGN("WELCOME TODOWNTOWN HUGO")SW BUILDINGSE BUILDINGSEASONAL OUTDOORBAR LOCATIONBIKE RACKS(3 LOOPS, 6 BIKES)60 DEGREEANGLED PARKING(TYP.)PAVER CROSSWALKWITH 1' CONCRETEBANDS (TYP.)16' WIDE TEMPORARYHEAVY DUTYBITUMINOUS DRIVEAISLE, FIELD VERIFYTEMPORARY PLAZATRANSITION, FIELDVERIFYTEMPORARY DECKTRANSITION, FIELDVERIFYA.BITUMINOUS PAVEMENT - MATCH INTO EXISTINGB.CURB AND GUTTER - MATCH INTO EXISTINGC.CONCRETE CURB AND GUTTER - B612D.CONCRETE CURB AND GUTTER - B618 (WITHIN PUBLIC ROW)E.PEDESTRIAN CURB RAMP - PUBLIC (SEE MNDOT STANDARD PLANS, SHEETS C5.4 - C5.6)F.PEDESTRIAN CURB RAMP - PRIVATE (SEE DETAILS, SHEET C5.6)G.TRAFFIC SIGNAGE - ACCESSIBLE PARKING SIGN (R7-8m) AND VAN ACCESSIBLE SIGN (R7-8b) PER MINNESOTABUILDING CODE, POST, SURFACE MOUNTH.TRAFFIC SIGNAGE - STOP SIGN (R1-1, 30"), POST, GROUND OR SURFACE MOUNTI.TRAFFIC SIGNAGE - BEGIN ONE-WAY (R6-6, 24"X30"), POST, SURFACE MOUNTJ.TRAFFIC SIGNAGE - ONE-WAY DO NOT ENTER (R6-2a, 18"X24"), POST, SURFACE MOUNTK.PAVEMENT MARKING - ACCESSIBILITY SYMBOL / "NO PARKING" / ACCESS AISLE CROSS HATCH, POST, SURFACEMOUNT, SEE DETAILSL.PAVEMENT MARKING - TRAFFIC ARROW SYMBOLS (WHITE PAINT)M.PAVEMENT MARKING - 4" WIDE STRIPING (WHITE PAINT)SITE KEY NOTESMODULAR BLOCKRETAINING WALLMODULAR BLOCKRETAINING WALLTEMPORARY SIGNAGEAND TRAFFIC ARROWS,FIELD VERIFYDOCK (SOUTH)WALKWAY 8'X63'END 12'X14'(TOTAL LENGTH 75')DOCK (CENTRAL)WALKWAY 8'x63'END 12'X14'(TOTAL LENGTH 75')BOARDWALK / DECKING(TYP.)EXPOSED BUILDINGFOUNDATION WALL AT EGGLAKE / WETLAND SIDE,BELOW BOARDWALK /DECKING (TYP.)LOT 2BLOCK 1LOT 1BLOCK 1PRIVATE MAIN STREETSW BUILDINGSE BUILDING18.0'24.0'18.0'9.0'25.0'18.0'9.0' 9.4' 18.0'18.0'5.1'12.0'9.0'2.1'9.0' 9.8' 5.7' 111.0' 18.0'24.0'18.0'9.0'2.0'12.0'12.0'14.0'24.0'18.0'6.0'18.0'24.0'18.0'5.0'5.0'5'X5' HEAVY DUTY CONCRETECENTERED AT STORM DRAIN INLET INPERMEABLE BITUMINOUS PAVEMENT NO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKING0.5% OVERFLOW0.5% OVERFLOW0.5% OVERFLOW0.5% OVERFLOW0.5% OVERFLOW0.5% OVERFLOW0.5% OVERFLOW 0.5% OVERFLOW 0.5% OVERFLOW932.99933.23932.57932.89934.01934.77934.77934.20932.00932.01932.30932.00931.70932.00931.50931.85931.88931.74931.72933.10933.04932.50933.33932.79932.50934.88934.45934.88934.60934.88934.61934.88934.80934.63934.18933.88934.15934.37934.45933.54933.60933.50933.64932.57932.30932.09933.02934.61934.14933.32934.11934.17934.37934.67935.50935.50935.45935.43935.50935.50935.50935.40935.40934.60934.32934.50934.15934.25934.07934.75934.73934.80934.80934.80934.00934.20932.92931.68933.88933.70933.46933.30934.72934.51934.39934.23932.80932.42932.15933.60931.60931.47931.84934.39935.20934.70935.28934.60934.60931.40932.50933.95934.60933.54931.94932.27932.14934.58934.77934.53934.34931.85931.25930.85934.21933.90935.25935.35935.28934.64934.44934.77935.25934.82934.81933.93933.21933.10933.75933.25932.70932.70932.41932.00931.76932.30932.31931.79931.35931.56930.77931.69932.75934.18933.55934.27934.10933.64934.31934.81933.98933.29933.38932.85932.90934.97934.44934.60932.40930.35927.18931.20932 933 934934930932933 934934930 928 930.30929.00932.00931.92929.41931.24931.40929.67929.50932.06934.72931.58932.97934.76936.00935.79935.22935.10936.45931.14929.70934.26934.51934.46933.10931.84931.70931.85933.00933.17931.78927.97-4.9%-4.1%-2.6%-4.7%-4.4%-1.5%-4.9%-2.4%-1.7% -2.4% -2. 0 %-3.4%-4.1%-5.0%-4 .3%-3.6%-1.0% -1.3% -4.1 % -2.8% -4.0%-1.8% -2.9% -2.0 % -2.8% -1.7%-1.1%-3.5%-2.0% -5.1%-5.0%-4.6% -2.1% -4.1 % -2.1% -4.2% -2.9% -1.6%-3.3%-1.6% -11.4% -0.9% -0.7 %-19.2%-2.0%-4.5%-1.9%-0.8%-2.2% -0.6% -1.6 % -1. 5 % -0.9% -1.4 % -7.0% -6. 0 % -1.8% -1.1%-5.9%-1.6% -1.4% -1.6%-2.6%-1 .3%-1.1%-1.2%-1.4%-0.6%-10.4%-3.1%-10.4%-1.6%-1.0%-2.4% -1.7%-3.5%-1.6%-5.8%-1.4% -4.5% -4.5%-1.6%-1.1%-1.8%-3.3%-0.1%0.0%-0.3%-1.9%-1.9%-0.8%-1.7%-2.8%-2 . 3 %-3.3%-6 . 3 %-13.3%-1.6%934.60934.56934.12934.44929931EOF=807.20OVERALL -GRADING PLANC3.0GRADING & EROSION CONTROL LEGENDPROPERTY LINEPROPOSED CONTOURS (MAJOR)PROPOSED CONTOURS (MINOR)EXISTING CONTOURS (MAJOR)EXISTING CONTOURS (MINOR)PROPOSED SPOT ELEVATIONTC = TOP OF CURBHP/LP = HIGH/LOW POINTD = DECK ELEVATIONEX = EXISTING GROUND ELEV.± = MATCH EXISTING, FIELD VERIFYBW/TW = FINISHED GRADE ATLOW/HIGH SIDE OF WALL (DOESNOT INCLUDE BURIED WALL OR CAP)EMERGENCY OVERFLOWPROPOSED SURFACE SLOPESILT FENCEBALE DITCH CHECKBIO ROLLINLET PROTECTIONROCK CONSTRUCTION ENTRANCERIP-RAPSTORM SEWER (SEE UTILITY PLAN)DRAIN TILE (SEE UTILITY PLAN)RETAINING WALLTIP-OUT GUTTEROVERFLOW ROUTE (0.5% MIN. SLOPE)LIMITS OF DISTURBANCESHEETSHEET TITLEPROJECT INFODRAWN:DESIGNED:CHECKED:PROJECT NO:ISSUE RECORDSignature Name:Date:Lic. No.:DENNIS PROPERTIES2214 FIFTH STREET, UNIT 3,WHITE BEAR LAKE, MN 55110651-247-7007Print Name:CERTIFICATIONSignature Name:Date:Lic. No.:PREPARED FORPROJECTPrint Name:I hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.3701 WAYZATA BOULEVARDSUITE 100MINNEAPOLIS, MN 55416-3791PH: 763-475-0010www.srfconsulting.comNO. DATE DESCRIPTION010-22-2021CITY SUBMITTAL103-18-2022CITY RESUBMITTALDOWNTOWN HUGO NORTHEAST CORNER OF HIGHWAY 61 / 146TH STREET N, HUGO, MN 55038 P. SCHROEDER14356.00N. SCHAUFENBUELN. SCHAUFENBUELP. SCHROEDERXXXXX25721MICHAEL C. AARONNEGG LAKEUS HWY 61(FOREST BLVD N)FONDANT AVE NWASHINGTON REGIONAL RAILROAD AUTHORITY(ABANDONED BURLINGTON NORTHERN RAILROAD)146 THST NEDGE OF ICE MEASURED ON12-05-19ICE ELEVATION = OHWL926.651FLOOD PLAIN 928.651EDGE OF DELINEATEDWETLANDFFE = 935.50FFE = 935.50FFE = 935.50FFE = 935.35FFE = 935.35FFE = 935.35FFE = 934.80FFE = 934.80FFE = 934.80FFE = 933.75FFE = 932.70934.80 D934.80 D933.75 D932.70 D932.70 D932.26 D934.80 D934.80 DTWBWBWTWBWTWBWBWTWTW934.80 D934.80 D934.60 D933.75 D934.80 D933.75 DBWTWTWTWBW/TCBW/TCTWBW/TCFLOODPLAIN FILL AREA(TOTAL = 3,100 C.F.)934.80 (D)929.0 (EX)934.80 (D)928.3 (EX)934.80 (D)928.0 (EX)934.80 (D)927.3 (EX)933.75 (D)929.0 (EX)932.70 (D)929.9 (EX)SE BUILDINGSW BUILDINGNW BUILDINGNE BUILDING #1NE BUILDING #2OWHL 926.651GRADES TO MATCH EXISTING BETWEENBUILDING WALL (EXPOSED FOUNDATION)AND WETLAND LINE. MINIMIZEDISTURBANCE FOR FOUNDATION WALLCONSTRUCTION AND USE TEMPORARYMATS FOR ACCESS ROUTE, PRIMARILY INWETLAND AREAS. (TYP.)NO PERMANENT IMPACTS WITHINWETLAND AREA. MINIMIZE DISTURBANCEFOR DECK/DOCK CONSTRUCTION AND USETEMPORARY MATS FOR ACCESS ROUTE,PRIMARILY IN WETLAND AREAS. (TYP.)BUILDING ROOF STORMWATERTO SURFACE DRAIN TOPERMEABLE PAVEMENT, VIADOWNSPOUTSDECK (TYP.)DOCK934.80 DDOCK(ELEVATIONVARIABLE)DOCK(ELEVATIONVARIABLE)934.80 D929.8 (EX)REMOVE (CUT) VEGETATIONABOVE WATERLINE ALONG50'+/- WIDE CORRIDORAT EACH DOCK NO PARKINGNO PARKING932.99933.23932.57932.89934.01934.77934.77934.20932.00932.01932.30932.00931.70932.00931.50931.85931.88931.74931.72933.10933.04932.50933.33932.79932.50934.88934.45934.88934.60934.88934.61934.88934.80934.63934.18933.88934.15934.37934.45933.54933.60933.50933.64932.57932.30932.09933.02934.61934.14933.32934.11934.17934.37934.67935.50935.50935.45935.43935.50935.50935.50935.40935.40934.60934.32934.50934.15934.25934.07934.75934.73934.80934.80934.80934.39935.20934.70935.28934.60934.60931.40932.50933.95934.60933.54931.94932.27932.14934.21933.90934.44934.60932.40931.20932 933 934934930932933930.30929.00932.00931.92929.41931.58932.97934.76936.00935.79935.22935.10936.45934.26934.51934.46933.17931.78927.97-4.9%-4.1%-2.6%-4.7%-4.4%-1.5%-4.9%-2.4%-1.7%-3.6%-1.0% -4.0%-1.8% -2.9% -2.0 % -1.7% -5.1%-5.0%-4.6%-4.2% -2.9% -1.6% -1.6%-2.0%-4.5%-1.9%-0.8%-2.2% -0.9%-1.1%-5.9%-1.6% -1.4% -1.6%-2.6%-1 .3%-1.1%-1.2%-1.4%-1.7%-3.5%-1.6%-5.8%-1.4% -4.5% -4.5%-1.6%-1.1%-1.8%-3.3%-0.1%0.0%-0.3%-1.9%-1.9%-0.8%-1.7%-2.8%934.60934.56935.15934.80934.12935.21934.89934.89935.21934.11934.44934.80934.80928.209299311.THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TOTHE GUIDELINES OF CI/ASCE 38-2, ENTITLED “STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACEUTILITY DATA.”2.THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TOCOMMENCEMENT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONSFROM THE PLANS.3.CONTRACTOR TO PROVIDE ALL WORK AND MATERIALS FOR GRADING, SUBSOIL CORRECTIONS (IMPORT/EXPORT), RETAINING WALLS,TOPSOIL, EROSION CONTROL AND OTHER RELATED ITEMS.4.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESSOTHERWISE NOTED.5.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET.RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS.6.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BEWATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. STRIP, STOCKPILE, AND REDISTRIBUTE EXISTING TOPSOIL,AS SUITABLE.7.FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF WALL), "GW" EQUALS SURFACE GRADE ATWALL GRADE TRANSITION, AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES).8.STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDSAND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED.9.DUST SHALL BE ADEQUATELY CONTROLLED.10.ALL SLOPES 1:3 (V:H) OR GREATER REQUIRED TO RECEIVE SURFACE EROSION CONTROL WHETHER IT IS INDICATED ON THE PLAN OR NOT:MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES.11.ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF POTENTIAL DISCHARGE ARE STABILIZED.12.TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CAN NOT BE PLACED IN SURFACE WATERS OR STORMWATER CONVEYANCE SYSTEMS. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT AMOUNT OF SILT, CLAY, OR ORGANIC COMPOUNDS AREEXEMPT EX: CLEAN AGGREGATE STOCK PILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES.13.FINAL STABILIZATION REQUIRES THAT ALL SOIL DISTURBING ACTIVITIES HAVE BEEN COMPLETED AND THAT DISTURBED AREAS ARESTABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH 70% OF THE EXPECTED FINAL DENSITY, AND THAT ALL PERMANENTPAVEMENTS HAVE BEEN INSTALLED. ALL TEMPORARY BMP'S SHALL BE REMOVED, DITCHES STABILIZED, AND SEDIMENT SHALL BE REMOVEDFROM PERMANENT CONVEYANCES AND SEDIMENTATION BASINS IN ORDER TO RETURN THE POND/BASIN TO DESIGN CAPACITY.14.THE WATERSHED DISTRICT OR THE CITY MAY HAVE REQUIREMENTS FOR INSPECTIONS VERIFYING PROPER CONSTRUCTION OF THE BESTMANAGMENT PRACTICES (BMP) - THE MORE RESTRICTIVE REQUIREMENT SHALL APPLY.15.SEE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) NOTES AND DETAILS FOR ADDITIONAL EROSION CONTROL NOTES ANDREQUIREMENTS. CONTRACTOR SHALL PROVIDE ALL REQUIRED EROSION CONTROL PERMITS/FEES, INSPECTORS, INSPECTIONS, ANDDOCUMENTATION. PLAN REPRESENTS MINIMAL EROSION CONTROL, CONTRACTOR TO PROVIDE ADDITIONAL MEANS AND METHODS FORTHE PROJECT AS NECESSARY TO MAINTAIN COMPLIANCE.16.CONTRACTOR TO PROVIDE ALL SUBGRADE SOIL CORRECTIONS, INCLUDING REMOVAL OF SUBGRADE DEBRIS, FOR PROJECT IMPROVEMENTSSUCH AS BUILDING, PAVEMENT, UTILITY, RETAINING WALLS, AND OTHER RELATED ITEMS. REFER TO THE RECOMMENDATIONS IN THEGEOTECHNICAL REPORT FOR ANY ADDITIONAL SITE PREPARATION INFORMATION OR REQUIREMENTS.17.IF GROUND WATER IS PRESENT IN THE EXCAVATION, OR IF THE EXPOSED SOILS ARE WET AND UNSTABLE, CONTACT THE OWNER ORENGINEER FOR A RECOMMENDATION FROM THE GEOTECHNICAL ENGINEER.18.CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES PRIOR TO COMMENCING GRADING ACTIVITIES AND SHALL MAINTAIN SAIDMEASURES FOR DURATION OF CONSTRUCTION ACTIVITIES. UPON ESTABLISHMENT OF TURF, THE CONTRACTOR SHALL REMOVE THEEROSION CONTROL MEASURES AND DISPOSE OF OFF SITE.19.CONTRACTOR TO PREVENT DIRT AND/OR DEBRIS FROM ENTERING STORM SEWER OR BEING TRANSPORTED OFF SITE IN AN UNCONTROLLEDMANOR. CONTRACTOR TO VERIFY AT PROJECT CLOSEOUT THAT STORM SEWER SYSTEM IS CLEAR OF SEDIMENT AND/OR DEBRIS AND ISFULLY FUNCTIONAL.20.CONTRACTOR SHALL PROVIDE REQUIRED EROSION CONTROL MONITORING, PER REQUIREMENTS AND CERTIFICATION, TO INSPECT ANDDOCUMENT ALL EROSION CONTROL MEASURES WEEKLY (EVERY 7 DAYS) AND AFTER EVERY 0.5 INCH RAINFALL EVENT, PER REQUIREMENTS.CONTRACTOR TO PROVIDE CORRECTIVE MEASURES IMMEDIATELY FOR ANY NON-COMPLIANCE OBSERVATIONS.21.ALL DISTURBED NON-PAVED AREAS SHALL RECEIVE TEMPORARY PROTECTION OR PERMANENT COVER WITHIN 14 DAYS OF DISTURBANCEOPERATIONS.22.WHEN TRAPPED SEDIMENT REACHES 1/3 OF THE HEIGHT OF SILT FENCE, IT SHALL BE REMOVED AND PROPERLY DISPOSED OF BY THECONTRACTOR.23.CATCH BASIN SEDIMENT FILTER SACKS SHALL BE CLEANED WHEN SEDIMENT REACHES 1/3 THE CAPACITY OF THE SACK.24.WHEN SEDIMENT IS TRACKED ON TO PAVED SURFACES, IT SHALL BE REMOVED WITHIN 24 HOURS OF DISCOVERY.25.ANY SEDIMENT FROM THE CONSTRUCTION SITE THAT ACCUMULATES ON OR OFF THE OWNER'S PROPERTY SHALL BE REMOVED BY THECONTRACTOR AT HIS/HER EXPENSE. ANY DAMAGE THAT OCCURS FROM THE ACCUMULATED SEDIMENT OR FROM THE CONTRACTOR'SREMOVAL OF THE SEDIMENT, SHALL BE REPAIRED BY THE CONTRACTOR AT HIS/HER EXPENSE.26.ALL EXCAVATIONS MUST COMPLY WITH THE REQUIREMENTS OF OSHA 29 CFR, PART 1926, SUBPART P, “EXCAVATIONS ANDTRENCHES.” THIS DOCUMENT STATES THAT EXCAVATION SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.27.THE CONTRACTOR MUST COMPLY WITH THE REQUIREMENTS OF THE PROJECT SPECIFIC STORM WATER POLLUTION PREVENTION PLAN.TEMPORARY STORMWATER IMPROVEMENTS SHALL BE PROVIDED UNTIL THE PERMANENT IMPROVEMENTS ARE ESTABLISHED.CONTRACTOR TO DESIGN AND SUBMIT ALL TEMPORARY STORMWATER ITEMS FOR ENGINEER APPROVAL.28.CONTRACTOR TO PROVIDE ALL SURVEY CONSTRUCTION STAKING.GRADING, DRAINAGE, AND EROSION CONTROL NOTES PHASE 1 -GRADING PLANC3.1SHEETSHEET TITLEPROJECT INFODRAWN:DESIGNED:CHECKED:PROJECT NO:ISSUE RECORDSignature Name:Date:Lic. No.:DENNIS PROPERTIES2214 FIFTH STREET, UNIT 3,WHITE BEAR LAKE, MN 55110651-247-7007Print Name:CERTIFICATIONSignature Name:Date:Lic. No.:PREPARED FORPROJECTPrint Name:I hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.3701 WAYZATA BOULEVARDSUITE 100MINNEAPOLIS, MN 55416-3791PH: 763-475-0010www.srfconsulting.comNO. DATE DESCRIPTION010-22-2021CITY SUBMITTAL103-18-2022CITY RESUBMITTALDOWNTOWN HUGO NORTHEAST CORNER OF HIGHWAY 61 / 146TH STREET N, HUGO, MN 55038 P. SCHROEDER14356.00N. SCHAUFENBUELN. SCHAUFENBUELP. SCHROEDERXXXXX25721MICHAEL C. AARONNEGG LAKEUS HWY 61(FOREST BLVD N)FONDANT AVE NWASHINGTON REGIONAL RAILROAD AUTHORITY(ABANDONED BURLINGTON NORTHERN RAILROAD)146 THST NEDGE OF ICE MEASURED ON12-05-19ICE ELEVATION = OHWL = 926.651FLOOD PLAIN 928.651EDGE OF DELINEATEDWETLANDR.O.W. DEDICATION(8' WIDE)934.80 D934.80 DFLOODPLAIN FILL AREA(TOTAL = 3,100 C.F.)SE BUILDINGSW BUILDINGOWHL 926.651GRADES TO MATCH EXISTING BETWEENBUILDING WALL (EXPOSED FOUNDATION)AND WETLAND LINE. MINIMIZEDISTURBANCE FOR FOUNDATION WALLCONSTRUCTION AND USE TEMPORARYMATS FOR ACCESS ROUTE, PRIMARILY INWETLAND AREAS. (TYP.)NO PERMANENT IMPACTS WITHINWETLAND AREA. MINIMIZE DISTURBANCEFOR DECK/DOCK CONSTRUCTION AND USETEMPORARY MATS FOR ACCESS ROUTE,PRIMARILY IN WETLAND AREAS. (TYP.)BUILDING ROOF STORMWATERTO SURFACE DRAIN TOPERMEABLE PAVEMENT, VIADOWNSPOUTSDECK (TYP.)DOCKDOCK(ELEVATIONVARIABLE)934.80 D934.80 D934.80 D934.80 (D)929.0 (EX)934.80 D934.80 D929.8 (EX)934.80 (D)928.3 (EX)934.80 DREMOVE (CUT) VEGETATIONABOVE WATERLINE ALONG50'+/- WIDE CORRIDORAT EACH DOCKFFE = 935.50FFE = 935.50FFE = 935.50FFE = 934.80FFE = 934.80TEMPORARY GRADINGWITH TEMPORARYIMPROVEMENTS.FIELD VERIFY.GRADING & EROSION CONTROL LEGENDPROPERTY LINEPROPOSED CONTOURS (MAJOR)PROPOSED CONTOURS (MINOR)EXISTING CONTOURS (MAJOR)EXISTING CONTOURS (MINOR)PROPOSED SPOT ELEVATIONTC = TOP OF CURBHP/LP = HIGH/LOW POINTD = DECK ELEVATIONEX = EXISTING GROUND ELEV.± = MATCH EXISTING, FIELD VERIFYBW/TW = FINISHED GRADE ATLOW/HIGH SIDE OF WALL (DOESNOT INCLUDE BURIED WALL OR CAP)EMERGENCY OVERFLOWPROPOSED SURFACE SLOPESILT FENCEBALE DITCH CHECKBIO ROLLINLET PROTECTIONROCK CONSTRUCTION ENTRANCERIP-RAPSTORM SEWER (SEE UTILITY PLAN)DRAIN TILE (SEE UTILITY PLAN)RETAINING WALLTIP-OUT GUTTEROVERFLOW ROUTE (0.5% MIN. SLOPE)LIMITS OF DISTURBANCESOIL BORING LOCATIONTEMPORARY GRADINGWITH TEMPORARYIMPROVEMENTS.FIELD VERIFY.TWBWBWTWBWTWTWTWBW/TCBW/TCTWBW/TC 932 933 934934930932933929931 NO PARKINGNO PARKING1.THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TOTHE GUIDELINES OF CI/ASCE 38-2, ENTITLED “STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACEUTILITY DATA.”2.THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TOCOMMENCEMENT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONSFROM THE PLANS.3.CONTRACTOR TO PROVIDE ALL WORK AND MATERIALS FOR GRADING, SUBSOIL CORRECTIONS (IMPORT/EXPORT), RETAINING WALLS,TOPSOIL, EROSION CONTROL AND OTHER RELATED ITEMS.4.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESSOTHERWISE NOTED.5.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET.RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS.6.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BEWATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. STRIP, STOCKPILE, AND REDISTRIBUTE EXISTING TOPSOIL,AS SUITABLE.7.FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF WALL), "GW" EQUALS SURFACE GRADE ATWALL GRADE TRANSITION, AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES).8.STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDSAND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED.9.DUST SHALL BE ADEQUATELY CONTROLLED.10.ALL SLOPES 1:3 (V:H) OR GREATER REQUIRED TO RECEIVE SURFACE EROSION CONTROL WHETHER IT IS INDICATED ON THE PLAN OR NOT:MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES.11.ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF POTENTIAL DISCHARGE ARE STABILIZED.12.TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CAN NOT BE PLACED IN SURFACE WATERS OR STORMWATER CONVEYANCE SYSTEMS. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT AMOUNT OF SILT, CLAY, OR ORGANIC COMPOUNDS AREEXEMPT EX: CLEAN AGGREGATE STOCK PILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES.13.FINAL STABILIZATION REQUIRES THAT ALL SOIL DISTURBING ACTIVITIES HAVE BEEN COMPLETED AND THAT DISTURBED AREAS ARESTABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH 70% OF THE EXPECTED FINAL DENSITY, AND THAT ALL PERMANENTPAVEMENTS HAVE BEEN INSTALLED. ALL TEMPORARY BMP'S SHALL BE REMOVED, DITCHES STABILIZED, AND SEDIMENT SHALL BE REMOVEDFROM PERMANENT CONVEYANCES AND SEDIMENTATION BASINS IN ORDER TO RETURN THE POND/BASIN TO DESIGN CAPACITY.14.THE WATERSHED DISTRICT OR THE CITY MAY HAVE REQUIREMENTS FOR INSPECTIONS VERIFYING PROPER CONSTRUCTION OF THE BESTMANAGMENT PRACTICES (BMP) - THE MORE RESTRICTIVE REQUIREMENT SHALL APPLY.15.SEE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) NOTES AND DETAILS FOR ADDITIONAL EROSION CONTROL NOTES ANDREQUIREMENTS. CONTRACTOR SHALL PROVIDE ALL REQUIRED EROSION CONTROL PERMITS/FEES, INSPECTORS, INSPECTIONS, ANDDOCUMENTATION. PLAN REPRESENTS MINIMAL EROSION CONTROL, CONTRACTOR TO PROVIDE ADDITIONAL MEANS AND METHODS FORTHE PROJECT AS NECESSARY TO MAINTAIN COMPLIANCE.16.CONTRACTOR TO PROVIDE ALL SUBGRADE SOIL CORRECTIONS, INCLUDING REMOVAL OF SUBGRADE DEBRIS, FOR PROJECT IMPROVEMENTSSUCH AS BUILDING, PAVEMENT, UTILITY, RETAINING WALLS, AND OTHER RELATED ITEMS. REFER TO THE RECOMMENDATIONS IN THEGEOTECHNICAL REPORT FOR ANY ADDITIONAL SITE PREPARATION INFORMATION OR REQUIREMENTS.17.IF GROUND WATER IS PRESENT IN THE EXCAVATION, OR IF THE EXPOSED SOILS ARE WET AND UNSTABLE, CONTACT THE OWNER ORENGINEER FOR A RECOMMENDATION FROM THE GEOTECHNICAL ENGINEER.18.CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES PRIOR TO COMMENCING GRADING ACTIVITIES AND SHALL MAINTAIN SAIDMEASURES FOR DURATION OF CONSTRUCTION ACTIVITIES. UPON ESTABLISHMENT OF TURF, THE CONTRACTOR SHALL REMOVE THEEROSION CONTROL MEASURES AND DISPOSE OF OFF SITE.19.CONTRACTOR TO PREVENT DIRT AND/OR DEBRIS FROM ENTERING STORM SEWER OR BEING TRANSPORTED OFF SITE IN AN UNCONTROLLEDMANOR. CONTRACTOR TO VERIFY AT PROJECT CLOSEOUT THAT STORM SEWER SYSTEM IS CLEAR OF SEDIMENT AND/OR DEBRIS AND ISFULLY FUNCTIONAL.20.CONTRACTOR SHALL PROVIDE REQUIRED EROSION CONTROL MONITORING, PER REQUIREMENTS AND CERTIFICATION, TO INSPECT ANDDOCUMENT ALL EROSION CONTROL MEASURES WEEKLY (EVERY 7 DAYS) AND AFTER EVERY 0.5 INCH RAINFALL EVENT, PER REQUIREMENTS.CONTRACTOR TO PROVIDE CORRECTIVE MEASURES IMMEDIATELY FOR ANY NON-COMPLIANCE OBSERVATIONS.21.ALL DISTURBED NON-PAVED AREAS SHALL RECEIVE TEMPORARY PROTECTION OR PERMANENT COVER WITHIN 14 DAYS OF DISTURBANCEOPERATIONS.22.WHEN TRAPPED SEDIMENT REACHES 1/3 OF THE HEIGHT OF SILT FENCE, IT SHALL BE REMOVED AND PROPERLY DISPOSED OF BY THECONTRACTOR.23.CATCH BASIN SEDIMENT FILTER SACKS SHALL BE CLEANED WHEN SEDIMENT REACHES 1/3 THE CAPACITY OF THE SACK.24.WHEN SEDIMENT IS TRACKED ON TO PAVED SURFACES, IT SHALL BE REMOVED WITHIN 24 HOURS OF DISCOVERY.25.ANY SEDIMENT FROM THE CONSTRUCTION SITE THAT ACCUMULATES ON OR OFF THE OWNER'S PROPERTY SHALL BE REMOVED BY THECONTRACTOR AT HIS/HER EXPENSE. ANY DAMAGE THAT OCCURS FROM THE ACCUMULATED SEDIMENT OR FROM THE CONTRACTOR'SREMOVAL OF THE SEDIMENT, SHALL BE REPAIRED BY THE CONTRACTOR AT HIS/HER EXPENSE.26.ALL EXCAVATIONS MUST COMPLY WITH THE REQUIREMENTS OF OSHA 29 CFR, PART 1926, SUBPART P, “EXCAVATIONS ANDTRENCHES.” THIS DOCUMENT STATES THAT EXCAVATION SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.27.THE CONTRACTOR MUST COMPLY WITH THE REQUIREMENTS OF THE PROJECT SPECIFIC STORM WATER POLLUTION PREVENTION PLAN.TEMPORARY STORMWATER IMPROVEMENTS SHALL BE PROVIDED UNTIL THE PERMANENT IMPROVEMENTS ARE ESTABLISHED.CONTRACTOR TO DESIGN AND SUBMIT ALL TEMPORARY STORMWATER ITEMS FOR ENGINEER APPROVAL.28.CONTRACTOR TO PROVIDE ALL SURVEY CONSTRUCTION STAKING.29.STABILIZE AREA ADJACENT TO PERMEABLE PAVEMENT IMMEDIATELY TO REDUCE RISK OF CLOGGING.EROSION CONTROL NOTESPHASE 1 - EROSIONCONTROL PLANC3.2GRADING & EROSION CONTROL LEGENDSHEETSHEET TITLEPROJECT INFODRAWN:DESIGNED:CHECKED:PROJECT NO:ISSUE RECORDSignature Name:Date:Lic. No.:DENNIS PROPERTIES2214 FIFTH STREET, UNIT 3,WHITE BEAR LAKE, MN 55110651-247-7007Print Name:CERTIFICATIONSignature Name:Date:Lic. No.:PREPARED FORPROJECTPrint Name:I hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.3701 WAYZATA BOULEVARDSUITE 100MINNEAPOLIS, MN 55416-3791PH: 763-475-0010www.srfconsulting.comNO. DATE DESCRIPTION010-22-2021CITY SUBMITTAL103-18-2022CITY RESUBMITTALDOWNTOWN HUGO NORTHEAST CORNER OF HIGHWAY 61 / 146TH STREET N, HUGO, MN 55038 P. SCHROEDER14356.00N. SCHAUFENBUELN. SCHAUFENBUELP. SCHROEDERXXXXX25721MICHAEL C. AARONNEGG LAKEUS HWY 61(FOREST BLVD N)FONDANT AVE NWASHINGTON REGIONAL RAILROAD AUTHORITY(ABANDONED BURLINGTON NORTHERN RAILROAD)146 THST NEDGE OF ICE MEASURED ON12-05-19ICE ELEVATION = OHWL = 926.651FLOOD PLAIN 928.651EDGE OF DELINEATEDWETLANDPROPERTY LINEPROPOSED CONTOURS (MAJOR)PROPOSED CONTOURS (MINOR)EXISTING CONTOURS (MAJOR)EXISTING CONTOURS (MINOR)SILT FENCEBIO ROLLINLET PROTECTIONROCK CONSTRUCTION ENTRANCEMnDOT SEED MIX 34-171 (WETLANDREHABILITATION) W/EROSIONCONTROL BLANKETSALT-TOLERANT SODMnDOT SEED MIX 25-131(COMMERCIAL TURF) W/EROSIONCONTROL BLANKETRIP-RAPSTORM SEWER (SEE UTILITY PLAN)DRAIN TILE (SEE UTILITY PLAN)RETAINING WALLR.O.W. DEDICATION(8' WIDE)FLOOD PLAIN 928.651OWHL 926.651GRADES TO MATCH EXISTING BETWEENBUILDING WALL (EXPOSED FOUNDATION)AND WETLAND LINE. MINIMIZEDISTURBANCE FOR FOUNDATION WALLCONSTRUCTION AND USE TEMPORARYMATS FOR ACCESS ROUTE, PRIMARILY INWETLAND AREAS. (TYP.)NO PERMANENT IMPACTS WITHINWETLAND AREA. MINIMIZE DISTURBANCEFOR DECK/DOCK CONSTRUCTION AND USETEMPORARY MATS FOR ACCESS ROUTE,PRIMARILY IN WETLAND AREAS. (TYP.)BUILDING ROOF STORMWATERTO SURFACE DRAIN TOPERMEABLE PAVEMENT, VIADOWNSPOUTSDECK (TYP.)DOCKDOCKSILT FENCE AT WETLANDLINE AND AS SHOWNBIO-LOGS IN WETLAND AREA ASSECONDARY PROTECTION,MINIMUM 5' CLEAR TO SILTFENCE, AND RELOCATED, ASREQUIRED, FOR DECK/DOCKCONSTRUCTIONREMOVE (CUT) VEGETATIONABOVE WATERLINE ALONG50'+/- WIDE CORRIDORAT EACH DOCKSEE LANDSCAPE PLAN FORADDITIONAL EROSIONCONTROL INFO INCLUDINGLANDSCAPE BEDS WITHSHREDDED HARDWOODMULCHROCK CONSTRUCTIONENTRANCESE BUILDINGSW BUILDINGTEMPORARY EROSIONCONTROL SUMMARYSILT FENCE: 2,360 LFBIO ROLL: 950 LFINLET PROTECTION: 6 EACHROCK CONSTRUCTION ENTRANCE: 1 EACHEROSION CONTROL BLANKET: 8,060 SY PROJECT DESCRIPTION/LOCATION AND SCOPESEE COVER SHEET FOR LOCATION MAP AND PROJECT NUMBERS. SEE BELOW FOR OVERVIEW MAP AND CONSTRUCTION LIMITS. PERMANENT STORMWATER BEST MANAGEMENT PRACTICES (BMPS) UTILIZED ON THE PROJECT INCLUDEPOROUS PAVEMENT.SPECIAL AND IMPAIRED WATERSTHERE ARE NO SPECIAL/IMPAIRED WATERS LOCATED WITHIN ONE MILE OF THE PROJECT LIMITS AND RECEIVE RUNOFF FROM THE PROJECT SITE.ENVIRONMENTALLY SENSITIVE AREASALL ENVIRONMENTALLY SENSITIVE AREAS, INCLUDING WETLANDS, ARE LABELED AS "ENVIRONMENTALLY SENSITIVE AREAS" IN THE PLANS.LONG TERM MAINTENANCE AND OPERATIONLONG TERM MAINTENANCE AND OPERATION OF BMPS WILL BE PERFORMED BY THE OWNER.SWPPP DEVELOPMENT AND MAINTENANCETHIS SWPPP WAS PREPARED BY PERSONNEL WHO ARE CERTIFIED IN THE DESIGN OF CONSTRUCTION SWPPPS. COPIES OF THE CERTIFICATIONS ARE AVAILABLE UPON REQUEST.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A CERTIFIED EROSION AND SEDIMENT CONTROL SUPERVISOR WHO SHALL BE RESPONSIBLE FOR FINALIZING, CERTIFYING, AND MAINTAINING THE SWPPP DOCUMENT ANDOVERSEEING THE IMPLEMENTATION OF THE SWPPP. SEE BELOW FOR ADDITIONAL REQUIREMENTS. CERTIFIED SWPPP DESIGNER CONTACT: SRF - LISA BREU 763-452-4707.IN ADDITION, EACH CONTRACTOR OR SUBCONTRACTOR THAT PLACES EROSION OR SEDIMENT CONTROL DEVICES AS LISTED IN MNDOT SPECIFICATION 2573 SHALL PROVIDE AT LEAST ONE CERTIFIED INSTALLER AS INDICATED IN THEMNDOT SPECIFICATION.SWPPP AMENDMENTSTHE SWPPP SHALL BE AMENDED WHEN:A.THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASON HAVING A SIGNIFICANT EFFECT ON DISCHARGE OF POLLUTANTS.B.INSPECTIONS INDICATE THE SWPPP IS NOT EFFECTIVE.C.A WATER QUALITY STANDARD CHANGES AND THE MPCA DETERMINES THE SWPPP SHALL BE AMENDED TO COMPLY.A DESCRIPTION OF ANY CHANGE TO THE SWPPP, ALONG WITH THE DATE AND NAME OF THE REVISION SHALL BE RECORDED AND INCLUDED WITH THE SWPPP AND RETAINED ON SITE. THE OWNER SHALL RETAIN ALL RECORDS AFTERCOMPLETION OF THE PROJECT.SITE PLANSTHE CONTRACTOR SHALL PREPARE AND SUBMIT A SITE MANAGEMENT PLAN FOR CONCRETE MANAGEMENT, CONCRETE SLURRY APPLICATION AREAS, WORK IN AND NEAR AREAS OF ENVIRONMENTAL SENSITIVITY, DEWATERINGAREAS, AREAS IDENTIFIED AS "SITE MANAGEMENT PLAN AREAS" AND AS REQUESTED BY THE PROJECT ENGINEER. SUBMIT ALL SITE MANAGEMENT PLANS IN WRITING AND ALLOW A MINIMUM OF 7 DAYS FOR REVIEW BY THE PROJECTENGINEER. WORK SHALL NOT BE ALLOWED TO COMMENCE IF A SITE MANAGEMENT PLAN IS REQUIRED UNTIL ACCEPTANCE HAS BEEN GRANTED BY THE PROJECT ENGINEER.ENVIRONMENTAL REVIEWTHE REQUIREMENTS OF RICE CREEK WATERSHED DISTRICT AND THE CITY OF HUGO ARE SATISFIED BY THE PERMANENT BMPS LISTED ABOVE AND THE TEMPORARY MEASURES INCLUDED. THERE ARE NO ADDITIONAL STORMWATERMITIGATION MEASURES REQUIRED AS A RESULT OF AN ENVIRONMENTAL, ARCHAEOLOGICAL OR AGENCY REVIEW.DRINKING WATER SOURCE MANAGEMENT AREA (DWSMA), EMERGENCY RESPONSE AREA (ERA), AND KARST REGIONSTHE PROJECT IS NOT LOCATED IN A ERA OR KARST AREA. THE PROJECT IS LOCATED IN A DWSMA WITH HIGH VULNERABILITY, THOUGH GROUNDWATER IS CONNECTED TO EGG LAKE.SOIL TYPESSOIL TYPES FOUND ON THIS PROJECT CAN BE CHARACTERIZED AS POORLY GRADED SAND, POORLY GRADED SAND WITH SILT, AND SILTY SAND.SEE SPECIAL PROVISIONS FOR ADDITIONAL WATER RELATED PERMITS SUCH AS WATERSHED DISTRICT PERMITS, WETLAND PERMITS, CITY PERMITS OR DNR PERMITS.LAND FEATURE CHANGELAND FEATURE CHANGES ARE ANTICIPATED WITH THIS PROJECT TO ACCOMMODATE THE PROPOSED BUILDINGS, ADJACENT DRIVEWAYS AND PARKING AREAS.TOTAL DISTURBED AREA = 3.88 ACEXISTING IMPERVIOUS AREA = 0.00 AC (PRE-DEMOLITION IMPERVIOUS AREA= 1.88 AC)PROPOSED IMPERVIOUS AREA = 3.45 ACINCREASED IMPERVIOUS AREA = 3.45 AC (INCREASE FROM PREVIOUS DEVELOPMENT= 1.57 AC, PERMEABLE PAVEMENT=1.58 AC)PROJECT CONTACTSTHE OWNER AND CONTRACTOR ARE RESPONSIBLE FOR THE IMPLEMENTATION OF THE SWPPP AND INSTALLATION, INSPECTION, AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS BEFORE, DURINGAND AFTER CONSTRUCTION UNTIL THE NOTICE OF TERMINATION HAS BEEN FILED.ORGANIZATIONCONTACT NAMEPHONESRF CONSULTING GROUP (CONSULTANT)MIKE AARON763-475-0010MINNESOTA DNRPETER LEETE651-366-3634MPCA DUTY OFFICER 24 HOUR EMERGENCY NOTIFICATION:651-649-5451800-422-0798LOCATION OF SWPPP REQUIREMENTSTHE REQUIRED SWPPP ELEMENTS MAY BE LOCATED IN MANY PLACES WITHIN THE PLAN SET AS WELL AS IN THE SPECIAL PROVISIONS, CONSTRUCTION DIARIES ARE ON FILE WITH THE PROJECT OWNER. THERE MAY BE ADDITIONALREQUIRED SWPPP ELEMENTS INCLUDED ON THE PROJECT THAT ARE NOT LISTED ON THIS SHEET. IN ADDITION, THE MINNESOTA NPDES/SDS CONSTRUCTION STORMWATER PERMIT SHOULD BE REVIEWED AND CONSULTED BY THEEROSION AND SEDIMENT CONTROL SUPERVISOR.SITE MAPS AND DESIGN CALCULATIONSIN ADDITION TO WHAT IS LOCATED WITHIN THIS PLAN, SITE MAPS AND BMP DESIGN CALCULATIONS ARE AVAILABLE UPON REQUEST. PLEASE CONTACT THE ENGINEER OF RECORD WITH ANY QUESTIONS REGARDING THE SITE MAPSOR CALCULATIONS.GENERAL SWPPP NOTES FOR CONSTRUCTION ACTIVITY1.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL ASPECTS OF THE NPDES CONSTRUCTION STORMWATER PERMIT AT ALL TIMES UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THEMPCA (FORM IS AVAILABLE FROM MPCA WEBSITE). THE CONTRACTOR SHALL DEVELOP A CHAIN OF COMMAND WITH ALL OPERATORS ON THE SITE TO ENSURE THAT THE SWPPP SHALL BE IMPLEMENTED AND STAY IN EFFECTUNTIL THE CONSTRUCTION PROJECT IS COMPLETE, THE ENTIRE SITE HAS UNDERGONE FINAL STABILIZATION, AND THE NOTICE OF TERMINATION (NOT) HAS BEEN SUBMITTED TO THE MPCA.2.THE CONTRACTOR SHALL PREPARE A WRITTEN, NOT ORAL, WEEKLY SCHEDULE OF PROPOSED EROSION CONTROL ACTIVITIES FOR THE PROJECT ENGINEER'S APPROVAL AS PER MNDOT SPEC. 1717.2C.3.IT IS NOT ANTICIPATED THAT THE CONTRACTOR WILL BE REQUIRED TO PERFORM BURNING OF ANY MATERIAL WITHIN PROJECT BOUNDARY.4.THE CONTRACTOR SHALL PLACE STABILIZED CONSTRUCTION EXITS, AS NECESSARY, TO PREVENT TRACKING OF SEDIMENT ONTO PAVED SURFACES AND IN COMPLIANCE WITH PART IV.C. OF THE NPDES PERMIT. STABILIZEDCONSTRUCTION EXITS SHALL BE SUFFICIENTLY SIZED AND MAINTAINED TO PREVENT TRACK OUT. STABILIZED CONSTRUCTION EXITS SHALL BE INCIDENTAL.5.ALL TOPSOIL IN DISTURBED AREAS SHALL BE REMOVED AND STOCKPILED FOR LATER PLACEMENT. AVOID COMPACTION AS MUCH AS IS FEASIBLE IN ALL AREAS WHERE COMPACTION IS NOT REQUIRED FOR CONSTRUCTION.COMPACTION SHALL BE AVOIDED IN ALL AREAS DESIGNATED FOR INFILTRATION.6.DO NOT DISTURB AREAS OUTSIDE OF THE CONSTRUCTION LIMITS. DELINEATE AREAS NOT TO BE DISTURBED PRIOR TO STARTING GROUND DISTURBING ACTIVITIES. IF IT BECOMES NECESSARY TO DISTURB AREAS OUTSIDE OF THECONSTRUCTION LIMITS OBTAIN WRITTEN PERMISSION PRIOR TO PROCEEDING. PRESERVE ALL BUFFERS (IF ANY) SHOWN ON THE PLANS.7.DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS AND ROUTE STORMWATER AROUND UNSTABILIZED AREAS OF THE SITE WHENEVER POSSIBLE. PROVIDE EROSION CONTROL AND VELOCITY DISSIPATION DEVICES ASNEEDED TO PREVENT EROSION AND NUISANCE CONDITIONS.8.PROVIDE STABILIZATION IN ANY TRENCHES CUT FOR DEWATERING OR SITE DRAINING PURPOSES.9.TEMPORARY DEWATERING ACTIVITIES MAY BE REQUIRED. THEREFORE, IT IS POSSIBLE THAT A PERMIT FOR THE TEMPORARY APPROPRIATION OF WATERS OF THE STATE FROM MNDNR SHALL BE REQUIRED FOR THIS PROJECT. THECONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THIS PERMIT (FORMS ARE AVAILABLE FROM THE MNDNR WEBSITE). ALL TEMPORARY DEWATERING SHALL BE DISCHARGED TO AN APPROVED LOCATION FOR TREATMENTPRIOR TO DISCHARGE TO THE RECEIVING WATER. THE CONTRACTOR SHALL BE REQUIRED TO SUBMIT SITE MANAGEMENT PLANS TO THE PROJECT ENGINEER FOR APPROVAL PRIOR TO COMMENCING WORK ACCORDING TO SPEC1717.2D. TEMPORARY DEWATERING SHALL BE INCIDENTAL.10.BASIN DRAINING ACTIVITIES OF TURBID OR SEDIMENT LADEN WATER SHALL BE DISCHARGED TO TEMPORARY SEDIMENT BASINS WHENEVER POSSIBLE. IN THE EVENT THAT IT IS NOT POSSIBLE TO DISCHARGE THE SEDIMENT LADENWATER TO A TEMPORARY SEDIMENT BASIN THE WATER SHALL BE TREATED SO THAT IT DOES NOT CAUSE A NUISANCE CONDITION IN THE RECEIVING WATERS OR TO DOWNSTREAM LANDOWNERS.11.IT IS NOT ANTICIPATED THAT POLYMERS, FLOCCULANTS OR OTHER SEDIMENTATION TREATMENT CHEMICALS SHALL BE USED. HOWEVER, IF THE USE OF SUCH CHEMICALS BECOMES NECESSARY TO COMPLY WITH PERMITREQUIREMENTS, IT SHALL BE IN ACCORDANCE WITH THE NPDES PERMIT.POLLUTION PREVENTION NOTES1.THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS REGARDING POLLUTION PREVENTION MANAGEMENT DURING CONSTRUCTION, WHICH SHALL INCLUDE, BUT NOT BE LIMITED TO, PROVIDING THE FOLLOWING (ITEMSLISTED ARE INCIDENTAL):A.WASHOUT AREAS FOR CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS FOR USE BY ALL SUBCONTRACTORS AND MATERIAL TESTING PERSONNEL. LOCATIONOF WASHOUT AREAS SHALL BE IDENTIFIED BY SIGNAGE AND SHALL BE AT LEAST 200 FT. FROM SITE MANAGEMENT PLAN REQUIREMENT AREAS (IF APPLICABLE) OR ENVIRONMENTALLY SENSITIVE AREAS, AND UTILIZE ALEAK-PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER THAT PREVENTS RUNOFF ONTO ADJACENT SOILS. AN ENGINEERED COLLECTION SYSTEM CAN ALSO BE USED IF IT IS APPROVED BY THE PROJECT ENGINEER.B.THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE PROJECT ENGINEER FOR A CHEMICAL STORAGE AREA AND SHALL DESIGNATE AN AREA FOR FUELING AND MINOR MAINTENANCE OF CONSTRUCTION VEHICLES(INCLUDING WASHING) WITH MEANS TO CAPTURE ANY FUEL SPILLS. RUNOFF SHALL BE CONTAINED IN A TEMPORARY SEDIMENT BASIN OR OTHER EFFECTIVE CONTROL AND ALL WASTE GENERATED SHALL BE PROPERLYDISPOSED OF. NO ENGINE DEGREASING IS ALLOWED ON SITE.C.SOLID WASTE COLLECTION AND REMOVAL.D.SECONDARY CONTAINMENT FOR STORAGE OF HAZARDOUS MATERIALS.E.SECURED HAZARDOUS WASTE STORAGE CONTAINERSF.CHEMICAL SPILL KITS (SHALL BE PROVIDED AT EACH LOCATION WHERE CHEMICALS ARE USED OR STORED AND ANY LOCATION WHERE VEHICLES ARE FUELED OR MAINTAINED).G.PORTABLE RESTROOM FACILITIES THAT ARE ANCHORED TO PREVENT TIPPING2.CHEMICALS SHALL BE KEPT IN A SECURE STORAGE AREA WITH RESTRICTED ACCESS IN SEALED CONTAINERS WHEN NOT IN USE. RETURN ALL CHEMICALS TO THE DESIGNATED STORAGE AREA BY THE END OF THE DAY UNLESSINFEASIBLE. CHEMICAL STORAGE CONTAINERS SHALL HAVE SECONDARY CONTAINMENT WHEN BEING USED OR STORED ON THE PROJECT SITE, AND PRODUCTS OR CHEMICALS THAT MAY LEACH POLLUTANTS SHALL BE UNDERCOVER (PLASTIC SHEETING OR TEMPORARY ROOF). CHEMICAL SPILLS OF ANY KIND (OIL, FUEL, FERTILIZER, ETC.) SHALL BE CLEANED UP AND REMOVED FROM THE SITE IMMEDIATELY. THE CONTRACTOR SHALL HAVE A SPILL KIT ONSITE AT ALL TIMES.STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVESHEETSHEET TITLEPROJECT INFODRAWN:DESIGNED:CHECKED:PROJECT NO:ISSUE RECORDSignature Name:Date:Lic. No.:DENNIS PROPERTIES2214 FIFTH STREET, UNIT 3,WHITE BEAR LAKE, MN 55110651-247-7007Print Name:CERTIFICATIONSignature Name:Date:Lic. No.:PREPARED FORPROJECTPrint Name:I hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.3701 WAYZATA BOULEVARDSUITE 100MINNEAPOLIS, MN 55416-3791PH: 763-475-0010www.srfconsulting.comNO. DATE DESCRIPTION010-22-2021CITY SUBMITTAL103-18-2022CITY RESUBMITTALDOWNTOWN HUGO NORTHEAST CORNER OF HIGHWAY 61 / 146TH STREET N, HUGO, MN 55038 P. SCHROEDER14356.00N. SCHAUFENBUELN. SCHAUFENBUELP. SCHROEDERXXXXX25721MICHAEL C. AARONPHASE 1 -SWPPP NOTESC3.3 STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE, CONTINUEDPOLLUTION PREVENTION NOTES (CONT.)3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CREATING AND FOLLOWING A WRITTEN DISPOSAL PLAN FOR ALL HAZARDOUS WASTE MATERIALS. THE PLAN SHALL INCLUDE HOW THE MATERIAL SHALL BE DISPOSED OF AND THELOCATION OF THE DISPOSAL SITE AND SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO WORK ON SITE. LEAKS, SPILLS, OR OTHER RELEASES SHALL BE RESPONDED TO IN ACCORDANCE WITH MPCA SPILL CONTAINMENT ANDREMEDIAL ACTION PROCEDURES.4.THE CONTRACTOR SHALL USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT DISCHARGE OR PLACEMENT OF BITUMINOUS GRINDINGS, CUTTINGS, MILLINGS, AND OTHER BITUMINOUS WASTES FROM AREAS OFEXISTING OR FUTURE VEGETATED SOILS, AND ALL WATER CONVEYANCE SYSTEMS, INCLUDING INLETS, DITCHES AND CURB FLOW LINES.5.THE CONTRACTOR SHALL USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT CONCRETE DUST, PARTICLES, SAW CUT SLURRY, PLANING WASTE AND OTHER CONCRETE WASTES FROM LEAVING PUBLIC RIGHT OF WAY,DEPOSITING IN EXISTING OR FUTURE VEGETATED AREAS OR ENTERING STORMWATER CONVEYANCE SYSTEM INCLUDING INLETS AND CURB FLOW LINES. ONSITE RELEASE OF CONCRETE SLURRY IS PERMISSIBLE IF MINNESOTAPOLLUTION CONTROL GUIDANCE FOR ROAD CONSTRUCTION CONCRETE SLURRY AND THE REQUIREMENTS OF THE SPECIAL PROVISIONS ARE FOLLOWED.EROSION CONTROL SUPERVISOR, INSPECTIONS AND MAINTENANCE NOTES1.IN ACCORDANCE WITH SPEC. 2573.3 A1, THE CONTRACTOR SHALL PROVIDE A CERTIFIED EROSION CONTROL SUPERVISOR IN GOOD STANDING WHO IS KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSIONPREVENTION AND SEDIMENT CONTROL BMPS. PROVIDE PROOF OF CERTIFICATION (UNIVERSITY OF MINNESOTA - CONSTRUCTION SITE MANAGEMENT) AT THE PRECONSTRUCTION MEETING. WORK SHALL NOT BE ALLOWED TOCOMMENCE UNTIL PROOF OF CERTIFICATION HAS BEEN PROVIDED. THE EROSION CONTROL SUPERVISOR IS INCIDENTAL.2.THE EROSION CONTROL SUPERVISOR SHALL WORK WITH THE PROJECT ENGINEER TO OVERSEE THE IMPLEMENTATION OF THE SWPPP AND THE INSTALLATION, INSPECTION, AND MAINTENANCE OF THE EROSION PREVENTIONAND SEDIMENT CONTROL BMPS BEFORE, DURING AND AFTER CONSTRUCTION UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA.3.THE EROSION CONTROL SUPERVISOR IS RESPONSIBLE FOR COMPLYING WITH ALL THE INSPECTION AND MAINTENANCE REQUIREMENTS STATED IN THE NPDES PERMIT PART IV. E. INSPECTIONS OF THE ENTIRE CONSTRUCTION SITESHALL OCCUR A MINIMUM OF ONCE EVERY SEVEN DAYS (3 DAYS FOR PROHIBITED WATERS) DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS (IN NOCASE SHALL THE TIME BETWEEN INSPECTIONS EXCEED 7 DAYS; 3 DAYS FOR PROHIBITED WATERS). RAINFALL AMOUNTS SHALL BE OBTAINED USING A PROPERLY MAINTAINED RAIN GAUGE ONSITE OR BY A WEATHER STATIONTHAT IS WITHIN ONE MILE. THE EROSION CONTROL SUPERVISOR SHALL THOROUGHLY INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS TO ENSURE INTEGRITY AND EFFECTIVENESS OF EACH BMP.4.ALL INSPECTIONS AND MAINTENANCE CONDUCTED DURING CONSTRUCTION SHALL BE RECORDED IN WRITING WITHIN 24 HOURS AND THESE RECORDS SHALL BE RETAINED WITH THE SWPPP. INSPECTION REPORTS SHALL BESUBMITTED TO THE PROJECT ENGINEER AND SWPPP DESIGNER IN A FORMAT APPROVED BY THE ENGINEER. INSPECTION RECORDS SHALL INCLUDE:A.DATE AND TIME OF INSPECTIONS;B.NAME OF PERSONS CONDUCTING INSPECTIONS;C.FINDINGS OF INSPECTIONS, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS;D.CORRECTIVE ACTIONS TAKEN INCLUDING DATES, TIMES, AND THE PARTY COMPLETING MAINTENANCE ACTIVITIES;E.DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 0.5 INCH IN 24 HOURS;F.LOCATION, DESCRIPTION AND PHOTO OF ANY DISCHARGES OFF THE PROJECT SITE.G.DOCUMENTS AND CHANGES MADE TO THE SWPPP.5.THE CONTRACTOR SHALL COMPLY WITH THE FOLLOWING INSPECTION AND MAINTENANCE REQUIREMENTS (INSPECTIONS MAY BE REDUCED UNDER CERTAIN CONDITIONS AS COVER IS ESTABLISHED AND CONDITIONS CHANGEAS DESCRIBED IN PART IV. E OF THE NPDES PERMIT):A.SILT FENCE SHALL BE REPAIRED, REPLACED OR SUPPLEMENTED WHEN IT BECOMES NONFUNCTIONAL OR SEDIMENT REACHES 1/2 THE HEIGHT OF THE SILT FENCE. REPAIRS SHALL BE MADE WITHIN 24 HOURS OFDISCOVERY.B.INLET PROTECTION DEVICES SHOULD BE REPAIRED WHEN THEY BECOME NONFUNCTIONAL OR SEDIMENT REACHES 1/2 THE HEIGHT AND/OR DEPTH OF THE DEVICE.C.TEMPORARY SEDIMENT BASINS, IF REQUIRED, SHALL HAVE THE SEDIMENT REMOVED ONCE THE SEDIMENT HAS REACHED 1/2 THE STORAGE VOLUME WITHIN 72 HOURS OF DISCOVERY.D.REMOVE ANY SEDIMENT DEPOSITED IN SURFACE WATERS. SEDIMENT SHALL BE REMOVED AND ANY AREA DISTURBED BY THE REMOVAL RESTABILIZED WITHIN 7 DAYS OF DISCOVERY. A SITE MANAGEMENT PLAN ISREQUIRED FOR WORK IN ANY SURFACE WATER AND APPROPRIATE AUTHORITIES SHALL BE CONTACTED PRIOR TO COMMENCING WORK.E.TRACKED SEDIMENT SHALL BE REMOVED WITHIN 24 HOURS OF DISCOVERY OF TRACKING ONTO PAVED SURFACES.F.ALL OTHER NONFUNCTIONAL BMPS SHALL BE REPAIRED, REPLACED, OR SUPPLEMENTED WITHIN 24 HOURS OF DISCOVERY.G.REINSTALL AS QUICKLY AS POSSIBLE ANY BMP REMOVED TO ACCOMMODATE SHORT TERM ACTIVITIES.H.CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL BMPS UNTIL WORK HAS BEEN COMPLETED, SITE HAS GONE UNDER FINAL STABILIZATION, AND THE NOTICE OF TERMINATION HAS BEEN SUBMITTED TO THEMPCA IN ACCORDANCE WITH NPDES PERMIT OR PART II.C OF THE CONSTRUCTION GENERAL PERMIT. SEDIMENT REMOVAL AND MAINTENANCE OF BMPS IS INCIDENTAL.6.CLEAN OUT ALL PERMANENT STORMWATER BASINS REGARDLESS OF WHETHER USED AS A TEMPORARY SEDIMENT BASIN OR SEDIMENT TRAP TO THE DESIGN CAPACITY AFTER ALL UPGRADIENT LAND DISTURBING ACTIVITY ISCOMPLETED.STABILIZATION AND SEDIMENT CONTROL NOTES1.THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS SHALL BE PLACED AS NECESSARY TO MINIMIZE EROSION FROM DISTURBED SURFACES AND CAPTURE SEDIMENT ONSITE. ALL EROSION CONTROL MEASURES SHALL BEIN PLACE PRIOR TO ANY REMOVAL WORK AND/OR GROUND DISTURBING ACTIVITIES AND SHALL BE MAINTAINED UNTIL THE POTENTIAL FOR EROSION HAS BEEN ELIMINATED. IF SEDIMENT CONTROLS ARE OVERLOADED (BASEDON FREQUENT FAILURE OR EXCESSIVE MAINTENANCE), ADDITIONAL UPGRADIENT OR REDUNDANT BMPS SHALL BE PLACED.2.SEDIMENT CONTROL DEVICES SHALL BE ESTABLISHED ON ALL DOWN GRADIENT PERIMETERS BEFORE ANY UP GRADIENT LAND DISTURBING ACTIVITIES BEGIN. SEDIMENT CONTROL DEVICES INCLUDE, BUT ARE NOT LIMITED TOTHE FOLLOWING:A.PERIMETER CONTROL SHALL BE LOCATED ON THE CONTOUR TO CAPTURE OVERLAND, LOW-VELOCITY SHEET FLOWS DOWN GRADIENT OF ALL EXPOSED SOILS AND PRIOR TO DISCHARGING TO SURFACE WATERS. THE BMPSHALL BE J-HOOKED AT A MAXIMUM OF 100 FOOT INTERVALS AND EACH SECTION SHALL CONTAIN NO MORE THAN 1/4 ACRE OF DRAINAGE AREA.B.SEDIMENT DAMAGE FROM STOCKPILES SHALL BE MINIMIZED BY PLACING A ROW OF SUPER DUTY SILT FENCE A MINIMUM 5 FEET FROM THE TOE. IF THERE IS NOT ADEQUATE PROJECT AREA TO PLACE THE SILT FENCEMORE THAN 5 FEET FROM THE TOE OF THE SLOPE, THE CONTRACTOR MAY SUBMIT AN ALTERNATIVE TO THE PROJECT ENGINEER FOR APPROVAL.C.DITCH CHECKS (IF REQUIRED) SHALL BE PLACED AS INDICATED ON THE PLANS DURING ALL PHASES OF CONSTRUCTION.C.A.TEMPORARY DITCH CHECKS (IF REQUIRED) SHALL CONSIST OF USING ROCK DITCH CHECKS, SEDIMENT CONTROL LOGS AND ROCK WEEPERS IN FRONT OF CULVERT INLETS. IN LIEU OF REMOVING TEMPORARY DITCHCHECKS, THE ROCK MAY BE PUSHED INTO THE GROUND.C.B.FILTER LOGS (IF REQUIRED) SHALL BE PLACED DURING PERMANENT TURF ESTABLISHMENT AT THE INTERVALS IDENTIFIED IN THE PLAN.D.FLOTATION SILT CURTAIN MAY BE USED AS PERIMETER CONTROL BUT ONLY FOR WORK ON THE SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE CONSTRUCTION IN THE AREA IS COMPLETE, AN UPLANDBMP SHALL BE PLACED IF EXPOSED SOILS CONTINUE TO DRAIN TO THE SURFACE WATER.E.TEMPORARY SEDIMENT BASINS ARE REQUIRED WHERE TEN OR MORE ACRES DRAIN TO A COMMON LOCATION (FIVE IF DRAINING TO A SPECIAL OR IMPAIRED WATER).DATE AND AMOUNT OF ALL RAINFALL EVENTSGREATER THAN 0.5 INCH IN 24 HOURS;E.A.BASIN VOLUME SHALL BE A MINIMUM OF 1,800 CUBIC FEET PER ACRE OF DRAINAGE AREA TO THE BASIN (3,600 CUBIC FEET PER ACRE IF NO CALCULATIONS ARE PERFORMED)E.B.OUTLET SHALL ALLOW COMPLETE DRAWDOWN FOR MAINTENANCE AND A STABILIZED OVERFLOW. THE OUTLET SHALL WITHDRAW WATER FROM THE SURFACE EXCEPT DURING FROZEN CONDITIONS.E.C.IF A TEMPORARY BASIN OF THE REQUIRED SIZE IS INFEASIBLE THE REASONS SHALL BE DOCUMENTED IN THE SWPPP AND ALTERNATE BMPS SHALL BE PLACED.3.PRESERVE A NATURAL BUFFER OF AT LEAST 50 FEET (100 FEET IF WITHIN 1 MILE OF AND DRAINS TO A SPECIAL OR IMPAIRED WATER) BETWEEN DISTURBED AREAS AND FLOWS TO A SURFACE WATER (NOT REQUIRED AT DITCHESOR STORMWATER CONVEYANCE CHANNELS, STORM DRAIN INLETS OR SEDIMENT BASINS). IF A BUFFER IS INFEASIBLE, PROVIDE AS LARGE A BUFFER AS POSSIBLE AND REDUNDANT SEDIMENT CONTROLS.4.STORM SEWER INLETS SHALL BE PROTECTED AT ALL TIMES WITH THE APPROPRIATE INLET PROTECTION FOR EACH SPECIFIC PHASE OF CONSTRUCTION. PROVIDE INLET PROTECTION DEVICES WITH EMERGENCY OVERFLOWCAPABILITIES. SILT FENCE PLACED IN THE INLET GRATE IS NOT AN ACCEPTABLE INLET PROTECTION BMP FOR GRADING OPERATIONS (THIS BMP SHALL BE ACCEPTED ONLY FOR SHORT INTERVALS DURING MILLING OR PAVINGOPERATIONS). INLET PROTECTION DEVICES MAY NEED TO BE PLACED MULTIPLE TIMES IN THE SAME LOCATION OVER THE LIFE OF THE CONTRACT. INLET PROTECTION DEVICES SHALL BE PAID FOR ONCE PER INLET REGARDLESS OFTHE NUMBER OF TIMES THE BMP IS PLACED. ALL STORM SEWER INLET PROTECTION DEVICES SHALL BE KEPT IN GOOD FUNCTIONAL CONDITION AT ALL TIMES. IF THE PROJECT ENGINEER DEEMS AN INLET PROTECTION DEVICE TOBE NONFUNCTIONAL, IN POOR CONDITION, INEFFECTIVE OR NOT APPROPRIATE FOR THE CURRENT CONSTRUCTION ACTIVITIES IT SHALL BE REPLACED WITH A SUITABLE ALTERNATIVE AT NO COST TO THE OWNER.5.PAVEMENT SURFACES SHALL BE SWEPT WITHIN 24 HOURS OF DISCOVERY OF SEDIMENT OR TRACKING ONTO PAVEMENT THAT DRAINS TO CURB, INLETS, DITCHES OR PONDS. PAVEMENT SHALL BE LIGHTLY WETTED PRIOR TOSWEEPING. THIS WORK IS INCIDENTAL.6.OUTLETS INTO SURFACE WATERS SHALL BE STABILIZED WITH ENERGY DISSIPATION WITHIN 24 HOURS OF BEING CONSTRUCTED.7.DITCHES AND EXPOSED SOILS SHALL BE KEPT IN AN EVEN ROUGH GRADED CONDITION IN ORDER TO BE ABLE TO APPLY EROSION CONTROL MULCHES AND BLANKETS.8.INITIATE STABILIZATION OF ALL EXPOSED SOIL AND STOCKPILE AREAS IMMEDIATELY AFTER CONSTRUCTION ACTIVITY ON THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. TEMPORARY OR PERMANENTSTABILIZATION SHALL BE COMPLETED WITHIN NO MORE THAN 14 DAYS (7 DAYS IF IT IS WITHIN 1 MILE OF AND DRAINS TO A SPECIAL OR IMPAIRED WATER). ALL EXPOSED SOIL WITHIN 200 LINEAL FEET OF AND DRAINING TO APUBLIC WATER WITH "WORK IN WATER RESTRICTIONS" AND DURING SPECIFIED FISH SPAWNING TIME FRAMES, SHALL BE STABILIZED WITHIN 24 HOURS. IN MANY INSTANCES, THIS SHALL REQUIRE STABILIZATION TO OCCURMORE THAN ONCE DURING ROUGH GRADING. RAPID STABILIZATION METHOD 3 SHALL BE USED TO PROVIDE TEMPORARY COVER IN THESE AREAS AS APPROPRIATE. SUBSTITUTE SEED MIXTURE 21-112 OR 21-111 FOR THESPECIFIED SEED MIXTURE AS APPROPRIATE FOR THE SEASON. SEE NPDES PERMIT FOR EXCEPTIONS.9.THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH THAT DRAINS WATER FROM THE CONSTRUCTION SITE, OR DIVERTS WATER AROUND THE CONSTRUCTION SITE, SHALL BE STABILIZEDWITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE OR POINT OF DISCHARGE TO ANY SURFACE WATER. STABILIZATION SHALL OCCUR WITHIN 24 HOURS OF CONNECTION TO A SURFACE WATER, EXISTING GUTTER, STORMSEWER INLET, DRAINAGE DITCH, OR OTHER STORMWATER CONVEYANCE SYSTEM ACCORDING TO SPEC 1717.2. RAPID STABILIZATION METHOD 4 SHALL BE USED TO STABILIZE THESE AREAS (SUBSTITUTE SEED MIXTURE 21-112 OR21-111 FOR THE SPECIFIED SEED MIXTURE AS APPROPRIATE FOR THE SEASON). THE REMAINDER OF THE DITCH SHALL BE STABILIZED WITHIN 14 DAYS (7 DAYS IF IT IS WITHIN 1 MILE OF AND DRAINS TO A SPECIAL OR IMPAIREDWATER)OF CONNECTING TO THE SURFACE WATER. PERMANENT EROSION CONTROL BLANKET OR RAPID STABILIZATION METHOD 4 (SUBSTITUTE SEED MIXTURE 21-112 OR 21-111 FOR THE SPECIFIED SEED MIXTURE ASAPPROPRIATE FOR THE SEASON) SHALL BE USED TO STABILIZE THESE AREAS AS INDICATED IN THE PLANS. IN LOCATIONS WHERE THE DITCH SLOPE IS LESS THAN 2 PERCENT, DISC ANCHORED MULCH AND HYDRAULIC SOILSTABILIZERS MAY BE USED FOR DITCH BOTTOM STABILIZATION AS INDICATED IN THE PLANS OR WITH THE APPROVAL OF THE ENGINEER.10.ALL EXPOSED SOIL AREAS SHALL BE STABILIZED PRIOR TO THE ONSET OF WINTER. ANY WORK STILL BEING PERFORMED SHALL BE SNOW MULCHED, SEEDED, OR BLANKETED WITHIN THE TIME FRAMES LISTED IN THE NPDESPERMIT.11.ALL TOPSOIL BERMS SHALL BE STABILIZED AS FOLLOWS:A.BETWEEN APRIL 1 - AUGUST 31, SEED WITH SEED MIXTURE 21-111B.BETWEEN SEPTEMBER 1 AND MARCH 31, SEED WITH SEED MIXTURE 21-112 AND TOP WITH RAPID STABILIZATION 2.12.TILLING FOR BEDS OR TREE HOLES SHALL BE PLANTED AND MULCHED WITH WOODCHIP WITHIN 7 DAYS OR STRAW MULCHED UNTIL PLANTING OPERATIONS CAN BE COMPLETED. FILTER LOGS SHALL BE PLACED, AS NEEDED, TOTRAP SEDIMENT ON THE LOWER EDGE OF BEDS OR TREE HOLES. FILTER LOGS SHALL BE LEFT TO PHOTO DEGRADE.SHEETSHEET TITLEPROJECT INFODRAWN:DESIGNED:CHECKED:PROJECT NO:ISSUE RECORDSignature Name:Date:Lic. No.:DENNIS PROPERTIES2214 FIFTH STREET, UNIT 3,WHITE BEAR LAKE, MN 55110651-247-7007Print Name:CERTIFICATIONSignature Name:Date:Lic. No.:PREPARED FORPROJECTPrint Name:I hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.3701 WAYZATA BOULEVARDSUITE 100MINNEAPOLIS, MN 55416-3791PH: 763-475-0010www.srfconsulting.comNO. DATE DESCRIPTION010-22-2021CITY SUBMITTAL103-18-2022CITY RESUBMITTALDOWNTOWN HUGO NORTHEAST CORNER OF HIGHWAY 61 / 146TH STREET N, HUGO, MN 55038 P. SCHROEDER14356.00N. SCHAUFENBUELN. SCHAUFENBUELP. SCHROEDERXXXXX25721MICHAEL C. AARONC3.4PHASE 1 -SWPPP NOTES NO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGN1.THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINEDACCORDING TO THE GUIDELINES OF CI/ASCE 38-2, ENTITLED “STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OFEXISTING SUBSURFACE UTILITY DATA.”2.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL UTILITY LOCATES. CONTACT GOPHER SATE ONE CALL PER STATESTATUTES FOR PUBLIC UTILITY LOCATES PRIOR TO ANY EXCAVATION. THE CONTRACTOR MUST HIRE A PRIVATE UTILITY LOCATINGSERVICE TO LOCATE PRIVATE UTILITIES IN THE CONSTRUCTION AREA PRIOR TO ANY EXCAVATION.3.SEE EXISTING CONDITIONS FOR SURVEY INFORMATION. THE ENGINEER CAN NOT BE HELD RESPONSIBLE FOR INACCURACIESRELATED TO THE SURVEY INFORMATION.4.COMPLY WITH ALL LOCAL AND STATE REQUIREMENTS FOR UTILITY MATERIALS, INSTALLATION, AND TESTING.5.OBTAIN ALL PERMITS OR APPROVALS FROM LOCAL UTILITY OWNERS PRIOR TO BEGINNING UTILITY INSTALLATIONS. NOTIFYUTILITY OWNERS OF THE START OF CONSTRUCTION FOR THE PROJECT AND ANY SPECIFIC UTILITY WORK AT LEAST 48 HOURS INADVANCE.6.FIELD VERIFY AND COORDINATE ALL BUILDING UTILITY CONNECTIONS AND PUBLIC UTILITY SERVICE CONNECTIONS PRIOR TOCONSTRUCTION, INCLUDING LOCATION, TYPE, SIZE, AND INVERT ELEVATION. NOTIFY ENGINEER OF ANY DISCREPANCIES FROM THEPLAN FOR RESOLUTION PRIOR TO BEGINNING UTILITY INSTALLATIONS.7.ADJUST, OR ARRANGE TO BE ADJUSTED BY UTILITY OWNER, ALL STRUCTURES, PUBLIC AND PRIVATE, TO PROPOSED GRADESWHERE DISTURBED. COMPLY WITH ALL REQUIREMENTS OF UTILITY OWNERS. STRUCTURES BEING RESET IN PAVED AREAS TOMEET OWNER'S REQUIREMENTS FOR TRAFFIC LOADING.8.SERVICE UTILITIES, SUCH AS ELECTRIC (TRANSFORMER), GAS, TELEPHONE, CABLE, FIBER OPTIC, AND OTHER RELATED SMALLUTILITIES, MAY BE SHOWN FOR GENERAL REFERENCE AND ARE DEEMED CONCEPTUAL LOCATIONS. CONTRACTOR SHALL BERESPONSIBLE FOR CONTACTING AND COORDINATING ALL LOCATIONS OF SERVICE UTILITY CONNECTIONS AND RELATED ITEMSWITH SERVICE PROVIDERS.9.WATERMAIN AND WATER SERVICE CONNECTIONS TO BE CLASS 52 DUCTILE IRON PIPE (DIP), UNLESS NOTED OTHERWISE.MAINTAIN 7.5' OF COVER ON ALL NEW WATERMAIN, PROVIDE WATERMAIN THRUST RESTRAINTS AT CHANGE OF DIRECTION, ANDPROVIDE 18" SEPARATION BETWEEN SEWER PIPE. ADJUST WATERMAIN VERTICALLY, AS NECESSARY, AS APPROVED BY THEENGINEER. IF INSULATION IS REQUIRED, PROVIDE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT, AT 4-INCH THICKNESS.10.WATERMAIN SHALL BE INSTALLED IN CONFORMANCE WITH THE CITY ENGINEER'S ASSOCIATION OF MINNESOTA (CEAM)STANDARDS OR THE CITY'S WATERMAIN INSTALLATION STANDARDS. WHERE CONFLICTS OCCUR, THE MORE RESTRICTIVEREQUIREMENT SHALL GOVERN.11.SANITARY SEWER PIPE OUTSIDE THE BUILDING SHALL BE POLYVINYL CHLORIDE (PVC) SCHEDULE 40, SDR35 OR 26, AS IDENTIFIEDON THE PLANS. SDR 26 REQUIRED FOR DEPTHS GREATER THAN 15 FEET.12.STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP), WITH R-4 GASKETS. RCP CLASS 5 FOR PIPE DIAMETERS 18" ORSMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISE NOTED. POLYVINYL CHLORIDE PIPE (PVC) TO BESCHEDULE 40. IF ALLOWED BY THE CITY, HIGH DENSITY POLYETHYLENE PIPE (HDPE) SHALL MEET REQUIREMENTS OF ASTM F2648.PIPE SHALL BE WATER TIGHT ACCORDING TO ASTM D3212 REQUIREMENTS. FLARED END SECTIONS SHALL BE RCP WITH TRASHGUARDS AND ROCK RIP-RAP.13.OUTSIDE OF PUBLIC RIGHT OF WAY, INLET AND OUTLET CONNECTIONS TO SEWER STRUCTURES SHALL USE APPROVED RESILIENTRUBBER JOINTS TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCH BASINS, AND OTHER STRUCTURES.14.ALL MANHOLE COVERS TO BE STAMPED EITHER SANITARY OR STORM SEWER.15.PIPE LENGTHS THAT MAY BE SHOWN ARE HORIZONTALLY FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. APRONSSHOWN ARE INCLUDED IN THE LENGTH.16.SITE UTILITY SERVICES TYPICALLY TERMINATE 5 FEET FROM BUILDING, UNLESS NOTED OTHERWISE.17.ALL EXCAVATIONS MUST COMPLY WITH THE REQUIREMENTS OF OSHA 29 CFR, PART 1926, SUBPART P, “EXCAVATIONS ANDTRENCHES.” THIS DOCUMENT STATES THAT EXCAVATION SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.18.DRAINTILE LOCATIONS AND QUANTITIES ARE APPROXIMATE AS ILLUSTRATED. FIELD VERIFY FINAL LOCATIONS.19.AFTER CONSTRUCTION IS COMPLETE, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS-BUILT RECORD OF UTILITYCONSTRUCTION. THE AS-BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TOVERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED.UTILITY NOTESOVERALL AND PHASE 1 -UTILITY PLANC4.0SHEETSHEET TITLEPROJECT INFODRAWN:DESIGNED:CHECKED:PROJECT NO:ISSUE RECORDSignature Name:Date:Lic. No.:DENNIS PROPERTIES2214 FIFTH STREET, UNIT 3,WHITE BEAR LAKE, MN 55110651-247-7007Print Name:CERTIFICATIONSignature Name:Date:Lic. No.:PREPARED FORPROJECTPrint Name:I hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.3701 WAYZATA BOULEVARDSUITE 100MINNEAPOLIS, MN 55416-3791PH: 763-475-0010www.srfconsulting.comNO. DATE DESCRIPTION010-22-2021CITY SUBMITTAL103-18-2022CITY RESUBMITTALDOWNTOWN HUGO NORTHEAST CORNER OF HIGHWAY 61 / 146TH STREET N, HUGO, MN 55038 P. SCHROEDER14356.00N. SCHAUFENBUELN. SCHAUFENBUELP. SCHROEDERXXXXX25721MICHAEL C. AARONUTILITY LEGENDPROPERTY LINESTORM SEWERDRAIN TILESANITARY SEWERWATER MAINELECTRIC (BURIED)ELECTRIC (OVERHEAD)TELEPHONE (BURIED)TELEPHONE (OVERHEAD)TELEVISION (BURIED)TELEVISION (OVERHEAD)FIBER OPTIC (BURIED)FIBER OPTIC (OVERHEAD)COMMUNICATION (UNDEFINED)NATURAL GAS LINELIMITS OF DISTURBANCEDRAINAGE & UTILITY EASEMENTSSTORM MANHOLE/CATCH BASINSTORM FLARED END SECTIONCLEAN OUT (CO)SANITARY MANHOLEHYDRANTGATE VALVEEGG LAKEUS HWY 61(FOREST BLVD N)FONDANT AVE NWASHINGTON REGIONAL RAILROAD AUTHORITY(ABANDONED BURLINGTON NORTHERN RAILROAD)146 THST NEDGE OF ICE MEASUREDON 12-05-19ICE ELEVATION = OHWL 926.651(ALSO PROPERTY LINE)FLOOD PLAIN928.651125' SHORELINESETBACK LINE53 LF - 15" PVCSDR 35 SAN @ 0.27%111 LF - 15" PVC SDR 35 SAN @ 0.27%179 LF - 15" PVC SDR 35 SAN @ 0.27%194 LF - 15" PVC SDR 35 SAN @ 0.27%180 LF - 15" PVC SDR 35 SAN @ 0.27%80 LF - 15" PVC SDR 35 SAN @ 0.27%SAN MH 248" DIA.R-1642SOLID COVERRIM: 933.07INV. = 916.39CONNECT TOEXISTING MH 1RIM: 935.42SE INV 916.25EX. W INV 916.20SAN MH 348" DIA.NEENAH R-1642SOLID COVERRIM: 933.00W/N INV. = 916.69SE INV. = 918.50SAN MH 548" DIA.R-1642SOLID COVERRIM: 934.11INV. = 917.17SAN MH 648" DIA.R-1642SOLID COVERRIM: 934.11INV. = 917.69SAN MH 748" DIA.R-1642SOLID COVERRIM: 931.53INV. = 918.18CONNECT EXISTING15" SAN TO NEWSAN MH 8R-1642SOLID COVERRIM: 930.71SW INV. = 918.40NE INV. = 918.50±EX. 15" PVC SAN @ 0.24%45° BENDS11.25° BEND11.25° BEND45° BEND45° BEND10' (T Y P . ) 20'10' 40' 15'20'10'125 LF - 8" PVC SDR 35 SAN @1.00%CONNECT EXISTING8" SAN TO NEWSAN MH 448" DIA.NEENAH R-1642SOLID COVERRIM: 931.69NW INV = 919.75EX. S INV = 919.758" DIP CL 52 WM8" DIP CL 52 WM8" DIP CL 52 WM WITH TREESSTM FES 10212" DIA.W/ RIP RAPINV. 927.97STM SUMP CB/MH 10048" DIA.NEENAH R-1642GRATE COVER RIM 931.20INV. 928.21SUMP INV.925.21STM SUMP CB/MH 20048" DIA.NEENAH R-1642GRATE COVERRIM 930.35INV. 927.35SUMP INV. 924.35STM FES 20112" DIA.W/ RIP RAPINV. 927.1834 LF 12" RCPSTM @ 0.50%27LF 12" RCPSTM @ 0.50%20 LF 12" RCPSTM @ 0.50%STM SUMP MH 10148" DIA.NEENAH R-1642SOLID COVER RIM 931.78SW/E INV. 928.07SUMP INV. 925.078" DIP CL 52 WMNE BUILDING #2NE BUILDING #1NW BUILDINGSW BUILDINGSE BUILDINGOHWL = 926.651FFE = 934.80FFE = 934.80FFE = 933.75FFE = 932.70FFE = 935.35FFE = 935.50SAN STUB5' FROM BUILDING24 LF - 6" PVC SCH 40STUB INV. = 925.70WYE AT MAINWAT STUB5' FROM BUILDINGCOMBO WATER SERVICE34 LF - 8" DIP CL 52TEE AND VALVE AT MAIN8" DIP CL 52 WM8" DIP CL 52 WMSAN STUB5' FROM BUILDING26 LF - 6" PVC SCH 40STUB INV. = 927.80WYE AT MAINWAT STUB5' FROM BUILDINGCOMBO WATER SERVICE36 LF - 8" DIP CL 52TEE AND VALVE AT MAINSAN STUB5' FROM BUILDING28 LF - 6" PVC SCH 40STUB INV. = 927.80WYE AT MAINWAT STUB5' FROM BUILDINGCOMBO WATER SERVICE38 LF - 8" DIP CL 52TEE AND VALVE AT MAINSAN STUB5' FROM BUILDING23 LF - 6" PVC SCH 40STUB INV. = 928.50WYE AT MAINWAT STUB5' FROM BUILDINGCOMBO WATER SERVICE13 LF - 8" DIP CL 52TEE AND VALVE AT MAINSAN STUB5' FROM BUILDING25 LF - 6" PVC SCH 40STUB INV. = 928.50WYE AT MAINWAT STUB5' FROM BUILDINGCOMBO WATER SERVICE15 LF - 8" DIP CL 52TEE AND VALVE AT MAINHYDRANT12 LF - 6" DIP CL 526"X8"X8" TEE AND6" VALVE AT MAINHYDRANT10 LF - 6" DIP CL 526"X8"X8" TEE AND6" VALVE AT MAINHYDRANT9 LF - 6" DIP CL 526"X8"X8" TEE AND6" VALVE AT MAINEX. HYDRANTEX. HYDRANTHYDRANT6 LF - 6" DIP CL 52TEE AND VALVE AT MAINCONNECT TO EX.8" WATERMAIN8"X8"X6" TEE6" VALVECONNECT TO EX. 6" WATERMAIN.REMOVE HYDRANT AND VALVE,SALVAGE AND REUSE AS APPROVED BYTHE CITY.6" x 8" REDUCER AND VALVE.BUILDING ROOF STORMWATERTO SURFACE DRAIN TOPERMEABLE PAVEMENT, VIADOWNSPOUTSCAP EXISTING SANITARYLINE AT PROPERTY LINEAT THE REMOVAL OFON-SITE EXISTINGSANITARYEX. 6" WMEX. 8" SANSTM CB MH 30148" DIA.NEENAH R-3067-VRIM 933.85S INV. 929.54/ W INV. 929.44STM CB MH 30048" DIA.NEENAH R-3067-VRIM 933.65INV. 929.8460 LF 12" RCPSTM @ 0.50%27 LF 12" RCPSTM @ 0.50%CONNECT TO EX. CB MH(INV. 929.30 +/-)30'40' ””SEDIMENT CONTROL LOGSNOT TO SCALECIVIL DETAILSC5.0SHEETSHEET TITLEPROJECT INFODRAWN:DESIGNED:CHECKED:PROJECT NO:ISSUE RECORDSignature Name:Date:Lic. No.:DENNIS PROPERTIES2214 FIFTH STREET, UNIT 3,WHITE BEAR LAKE, MN 55110651-247-7007Print Name:CERTIFICATIONSignature Name:Date:Lic. No.:PREPARED FORPROJECTPrint Name:I hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.3701 WAYZATA BOULEVARDSUITE 100MINNEAPOLIS, MN 55416-3791PH: 763-475-0010www.srfconsulting.comNO. DATE DESCRIPTION010-22-2021CITY SUBMITTAL103-18-2022CITY RESUBMITTALDOWNTOWN HUGO NORTHEAST CORNER OF HIGHWAY 61 / 146TH STREET N, HUGO, MN 55038 P. SCHROEDER14356.00N. SCHAUFENBUELN. SCHAUFENBUELP. SCHROEDERXXXXX25721MICHAEL C. AARON HEAVY DUTY BITUMINOUS PAVEMENT SECTIONNOT TO SCALECONCRETE PAVEMENT SECTIONNOT TO SCALEPOROUS BITUMINOUS PAVEMENT SECTIONNOT TO SCALECONCRETE WALKNOT TO SCALECONCRETE CONTROL JOINTNOT TO SCALECONCRETE EXPANSION JOINTNOT TO SCALESMALL BLOCK RETAINING WALL WITH REINFORCEMENTNOT TO SCALECIVIL DETAILSC5.1SHEETSHEET TITLEPROJECT INFODRAWN:DESIGNED:CHECKED:PROJECT NO:ISSUE RECORDSignature Name:Date:Lic. No.:DENNIS PROPERTIES2214 FIFTH STREET, UNIT 3,WHITE BEAR LAKE, MN 55110651-247-7007Print Name:CERTIFICATIONSignature Name:Date:Lic. No.:PREPARED FORPROJECTPrint Name:I hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.3701 WAYZATA BOULEVARDSUITE 100MINNEAPOLIS, MN 55416-3791PH: 763-475-0010www.srfconsulting.comNO. DATE DESCRIPTION010-22-2021CITY SUBMITTAL103-18-2022CITY RESUBMITTALDOWNTOWN HUGO NORTHEAST CORNER OF HIGHWAY 61 / 146TH STREET N, HUGO, MN 55038 P. SCHROEDER14356.00N. SCHAUFENBUELN. SCHAUFENBUELP. SCHROEDERXXXXX25721MICHAEL C. AARON STANDARD FLARED END SECTION (CONCRETE APRON)NOT TO SCALEEXAMPLE DOWNSPOUT TRENCH DRAIN TO CURB PHOTONOT TO SCALECIVIL DETAILSC5.2SHEETSHEET TITLEPROJECT INFODRAWN:DESIGNED:CHECKED:PROJECT NO:ISSUE RECORDSignature Name:Date:Lic. No.:DENNIS PROPERTIES2214 FIFTH STREET, UNIT 3,WHITE BEAR LAKE, MN 55110651-247-7007Print Name:CERTIFICATIONSignature Name:Date:Lic. No.:PREPARED FORPROJECTPrint Name:I hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.3701 WAYZATA BOULEVARDSUITE 100MINNEAPOLIS, MN 55416-3791PH: 763-475-0010www.srfconsulting.comNO. DATE DESCRIPTION010-22-2021CITY SUBMITTAL103-18-2022CITY RESUBMITTALDOWNTOWN HUGO NORTHEAST CORNER OF HIGHWAY 61 / 146TH STREET N, HUGO, MN 55038 P. SCHROEDER14356.00N. SCHAUFENBUELN. SCHAUFENBUELP. SCHROEDERXXXXX25721MICHAEL C. AARON TYPICAL PVC PIPE BEDDINGNOT TO SCALETYPICAL RCP PIPE BEDDINGNOT TO SCALECIVIL DETAILSC5.3SHEETSHEET TITLEPROJECT INFODRAWN:DESIGNED:CHECKED:PROJECT NO:ISSUE RECORDSignature Name:Date:Lic. No.:DENNIS PROPERTIES2214 FIFTH STREET, UNIT 3,WHITE BEAR LAKE, MN 55110651-247-7007Print Name:CERTIFICATIONSignature Name:Date:Lic. No.:PREPARED FORPROJECTPrint Name:I hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.3701 WAYZATA BOULEVARDSUITE 100MINNEAPOLIS, MN 55416-3791PH: 763-475-0010www.srfconsulting.comNO. DATE DESCRIPTION010-22-2021CITY SUBMITTAL103-18-2022CITY RESUBMITTALDOWNTOWN HUGO NORTHEAST CORNER OF HIGHWAY 61 / 146TH STREET N, HUGO, MN 55038 P. SCHROEDER14356.00N. SCHAUFENBUELN. SCHAUFENBUELP. SCHROEDERXXXXX25721MICHAEL C. AARON CIVIL DETAILSC5.4SHEETSHEET TITLEPROJECT INFODRAWN:DESIGNED:CHECKED:PROJECT NO:ISSUE RECORDSignature Name:Date:Lic. No.:DENNIS PROPERTIES2214 FIFTH STREET, UNIT 3,WHITE BEAR LAKE, MN 55110651-247-7007Print Name:CERTIFICATIONSignature Name:Date:Lic. No.:PREPARED FORPROJECTPrint Name:I hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.3701 WAYZATA BOULEVARDSUITE 100MINNEAPOLIS, MN 55416-3791PH: 763-475-0010www.srfconsulting.comNO. DATE DESCRIPTION010-22-2021CITY SUBMITTAL103-18-2022CITY RESUBMITTALDOWNTOWN HUGO NORTHEAST CORNER OF HIGHWAY 61 / 146TH STREET N, HUGO, MN 55038 P. SCHROEDER14356.00N. SCHAUFENBUELN. SCHAUFENBUELP. SCHROEDERXXXXX25721MICHAEL C. AARON CIVIL DETAILSC5.5SHEETSHEET TITLEPROJECT INFODRAWN:DESIGNED:CHECKED:PROJECT NO:ISSUE RECORDSignature Name:Date:Lic. No.:DENNIS PROPERTIES2214 FIFTH STREET, UNIT 3,WHITE BEAR LAKE, MN 55110651-247-7007Print Name:CERTIFICATIONSignature Name:Date:Lic. No.:PREPARED FORPROJECTPrint Name:I hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.3701 WAYZATA BOULEVARDSUITE 100MINNEAPOLIS, MN 55416-3791PH: 763-475-0010www.srfconsulting.comNO. DATE DESCRIPTION010-22-2021CITY SUBMITTAL103-18-2022CITY RESUBMITTALDOWNTOWN HUGO NORTHEAST CORNER OF HIGHWAY 61 / 146TH STREET N, HUGO, MN 55038 P. SCHROEDER14356.00N. SCHAUFENBUELN. SCHAUFENBUELP. SCHROEDERXXXXX25721MICHAEL C. AARON PEDESTRIAN CURB RAMP, PARALLEL (PRIVATE)NOT TO SCALEPEDESTRIAN CURB RAMP (PRIVATE)NOT TO SCALEPARKINGACCESSAISLENOSIGN POST INSTALLATIONNOT TO SCALEACCESSIBLE SIGNAGE AND STRIPINGNOT TO SCALECIVIL DETAILSC5.6SHEETSHEET TITLEPROJECT INFODRAWN:DESIGNED:CHECKED:PROJECT NO:ISSUE RECORDSignature Name:Date:Lic. No.:DENNIS PROPERTIES2214 FIFTH STREET, UNIT 3,WHITE BEAR LAKE, MN 55110651-247-7007Print Name:CERTIFICATIONSignature Name:Date:Lic. No.:PREPARED FORPROJECTPrint Name:I hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.3701 WAYZATA BOULEVARDSUITE 100MINNEAPOLIS, MN 55416-3791PH: 763-475-0010www.srfconsulting.comNO. DATE DESCRIPTION010-22-2021CITY SUBMITTAL103-18-2022CITY RESUBMITTALDOWNTOWN HUGO NORTHEAST CORNER OF HIGHWAY 61 / 146TH STREET N, HUGO, MN 55038 P. SCHROEDER14356.00N. SCHAUFENBUELN. SCHAUFENBUELP. SCHROEDERXXXXX25721MICHAEL C. AARON WATERMAIN LOWERINGNOT TO SCALECIVIL DETAILSC5.7SHEETSHEET TITLEPROJECT INFODRAWN:DESIGNED:CHECKED:PROJECT NO:ISSUE RECORDSignature Name:Date:Lic. No.:DENNIS PROPERTIES2214 FIFTH STREET, UNIT 3,WHITE BEAR LAKE, MN 55110651-247-7007Print Name:CERTIFICATIONSignature Name:Date:Lic. No.:PREPARED FORPROJECTPrint Name:I hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.3701 WAYZATA BOULEVARDSUITE 100MINNEAPOLIS, MN 55416-3791PH: 763-475-0010www.srfconsulting.comNO. DATE DESCRIPTION010-22-2021CITY SUBMITTAL103-18-2022CITY RESUBMITTALDOWNTOWN HUGO NORTHEAST CORNER OF HIGHWAY 61 / 146TH STREET N, HUGO, MN 55038 P. SCHROEDER14356.00N. SCHAUFENBUELN. SCHAUFENBUELP. SCHROEDERXXXXX25721MICHAEL C. AARON NO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGSHEETSHEET TITLEPROJECT INFODRAWN:DESIGNED:CHECKED:PROJECT NO:ISSUE RECORDSignature Name:Date:Lic. No.:DENNIS PROPERTIES2214 FIFTH STREET, UNIT 3,WHITE BEAR LAKE, MN 55110651-247-7007Print Name:CERTIFICATIONSignature Name:Date:Lic. No.:PREPARED FORPROJECTPrint Name:I hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.3701 WAYZATA BOULEVARDSUITE 100MINNEAPOLIS, MN 55416-3791PH: 763-475-0010www.srfconsulting.comNO. DATE DESCRIPTION010-22-2021CITY SUBMITTAL103-18-2022CITY RESUBMITTALDOWNTOWN HUGO NORTHEAST CORNER OF HIGHWAY 61 / 146TH STREET N, HUGO, MN 55038 P. SCHROEDER14356.00N. SCHAUFENBUELN. SCHAUFENBUELP. SCHROEDERXXXXX25820PAUL D. SCHROEDEROVERALL -LANDSCAPE PLANL1.0EGG LAKENUS HWY 61(FOREST BLVD N)FONDANT AVE NWASHINGTON REGIONAL RAILROAD AUTHORITY(ABANDONED BURLINGTON NORTHERN RAILROAD)146 THST NLANDSCAPE LEGENDPROPERTY LINEEXISTING TREE CRITICAL ROOT ZONEDECIDUOUS TREECONIFEROUS TREEORNAMENTAL TREESHRUBS/PERENNIALSMnDOT SEED MIX 34-171(WETLAND REHABILITATION)SALT-TOLERANT SODMnDOT SEED MIX 25-131(COMMERCIAL TURF)EXISTING TREE/SHRUBS TO REMAINLIMITS OF IRRIGATIONLANDSCAPE EDGERNATIVE SEED MIX TO BE AT ALLDISTURBED AREAS AS NEEDED, NOTINTENDED TO COVER ENTIRE AREAPROVIDE TEMPORARY IRRIGATIONFOR NATIVE SEED MIX DURINGESTABLISHMENT PERIODRAISED PERENNIAL BEDW/ORNAMENTAL TREE, TYP.LANDSCAPE PLANTING BEDW/BLACK VINYLCOMMERCIAL-GRADE EDGER, TYP.CANOPY TREE INCIRCULAR GRATE,TYP.SEE PEDESTRIAN PROMENADEENLARGEMENT, SHEET L1.2PRIVATE MAIN STREETLANDSCAPE SUMMARYLIMIT OF IRRIGATIONIRRIGATION PUMP ASSEMBLYLOCATION (UNDER DECK)IRRIGATION TO USE EGG LAKE FORWATER SUPPLYIRRIGATION PUMP INLET PIPELOCATION (UNDER DOCK)NE BUILDING #2NE BUILDING #1NW BUILDINGSW BUILDINGSE BUILDINGORDINARY HIGH WATERLEVEL / PROPERTY LINEEDGE OF DELINEATEDWETLANDDOCKDOCKDOCKDECKINGDECKINGALL LANDSCAPE BEDS TOHAVE SHREDDEDHARDWOOD MULCHFREESTANDING SIGNTRASH ENCLOSURETRASH ENCLOSUREALL LANDSCAPED ISLANDSTO HAVE SHREDDEDHARDWOOD MULCHOVERALL IRRIGATION LIMITS NO PARKINGNO PARKING2ARR2UNH5IBC5CAF10SSB10SSB5SSB1QBI2UNH8CK8CK2MPR4CK3PGD6ST3CAF3CAF6ST2GD2GD14RAL6RAL8RAL10RAL2MSS1MSS1QBI5CAF10ST5SSB5SSB3HF25HH3HF220HH11HF5HF25HF11HH3HF6HF29HH4RFG21CVZ5AD17RFG6CVZ17AD2ARR5SSB2MSS1MSS3MPR15CAK3PNI1PNISHEETSHEET TITLEPROJECT INFODRAWN:DESIGNED:CHECKED:PROJECT NO:ISSUE RECORDSignature Name:Date:Lic. No.:DENNIS PROPERTIES2214 FIFTH STREET, UNIT 3,WHITE BEAR LAKE, MN 55110651-247-7007Print Name:CERTIFICATIONSignature Name:Date:Lic. No.:PREPARED FORPROJECTPrint Name:I hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.3701 WAYZATA BOULEVARDSUITE 100MINNEAPOLIS, MN 55416-3791PH: 763-475-0010www.srfconsulting.comNO. DATE DESCRIPTION010-22-2021CITY SUBMITTAL103-18-2022CITY RESUBMITTALDOWNTOWN HUGO NORTHEAST CORNER OF HIGHWAY 61 / 146TH STREET N, HUGO, MN 55038 P. SCHROEDER14356.00N. SCHAUFENBUELN. SCHAUFENBUELP. SCHROEDERXXXXX25820PAUL D. SCHROEDERPHASE I -LANDSCAPE PLANL1.1EGG LAKENUS HWY 61(FOREST BLVD N)FONDANT AVE NWASHINGTON REGIONAL RAILROAD AUTHORITY(ABANDONED BURLINGTON NORTHERN RAILROAD)146 THST NPHASE I PLANT SCHEDULENATIVE SEED MIX TO BE AT ALLDISTURBED AREAS AS NEEDED, NOTINTENDED TO COVER ENTIRE AREAPROVIDE TEMPORARY IRRIGATIONFOR NATIVE SEED MIX DURINGESTABLISHMENT PERIODIRRIGATION PUMP ASSEMBLYLOCATION (UNDER DECK)IRRIGATION TO USE EGG LAKE FORWATER SUPPLYIRRIGATION PUMP INLET PIPELOCATION (UNDER DOCK)ORDINARY HIGH WATERLEVEL / PROPERTY LINEEDGE OF DELINEATEDWETLANDDOCKDOCKPRIVATE MAIN STREETSW BUILDINGSE BUILDINGPROVIDE TEMPORARY IRRIGATIONFOR INTERIM CONDITIONSLANDSCAPE LEGENDPROPERTY LINEEXISTING TREE CRITICAL ROOT ZONEDECIDUOUS TREECONIFEROUS TREEORNAMENTAL TREESHRUBS/PERENNIALSMnDOT SEED MIX 34-171(WETLAND REHABILITATION)SALT-TOLERANT SODMnDOT SEED MIX 25-131(COMMERCIAL TURF)EXISTING TREE/SHRUBS TO REMAINLIMITS OF IRRIGATIONLANDSCAPE EDGERALL LANDSCAPE BEDS TOHAVE SHREDDEDHARDWOOD MULCHPHASE 1 IRRIGATION LIMITS SHEETSHEET TITLEPROJECT INFODRAWN:DESIGNED:CHECKED:PROJECT NO:ISSUE RECORDSignature Name:Date:Lic. No.:DENNIS PROPERTIES2214 FIFTH STREET, UNIT 3,WHITE BEAR LAKE, MN 55110651-247-7007Print Name:CERTIFICATIONSignature Name:Date:Lic. No.:PREPARED FORPROJECTPrint Name:I hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.3701 WAYZATA BOULEVARDSUITE 100MINNEAPOLIS, MN 55416-3791PH: 763-475-0010www.srfconsulting.comNO. DATE DESCRIPTION010-22-2021CITY SUBMITTAL103-18-2022CITY RESUBMITTALDOWNTOWN HUGO NORTHEAST CORNER OF HIGHWAY 61 / 146TH STREET N, HUGO, MN 55038 P. SCHROEDER14356.00N. SCHAUFENBUELN. SCHAUFENBUELP. SCHROEDERXXXXX25820PAUL D. SCHROEDERLANDSCAPEENLARGEMENTL1.2NUS HWY 61(FOREST BLVD N)LANDSCAPE LEGENDPROPERTY LINEDECIDUOUS TREECONIFEROUS TREEORNAMENTAL TREESHRUBS/PERENNIALSPEDESTRIAN PROMENADE ENLARGEMENTBENCH, TYP.EXISTING R.O.W.LIGHT BOLLARD,TYP.CANOPY TREE INCIRCULAR GRATE, TYP.DECIDUOUS SHRUBHEDGE, TYP.PERENNIAL BEDW/ORNAMENTAL TREE, TYP.PEDESTRIAN CROSSING,TYP.POLE LIGHT, TYP.R.O.W. DEDICATION(8' WIDE)PERENNIAL BED W/SHADE TREEHEDGE ROW AT BACK OFPAVERSLANDSCAPE PLANTING BEDW/BLACK VINYLCOMMERCIAL-GRADE EDGER, TYP.2 X LANDSCAPE UPLIGHTW/RECEPTACLE AT TREETRUNK, , TYP.DECKEGG LAKENE BUILDING #1SEBUILDINGSW BUILDINGNWBUILDINGPRIVATE MAIN STREET SHEETSHEET TITLEPROJECT INFODRAWN:DESIGNED:CHECKED:PROJECT NO:ISSUE RECORDSignature Name:Date:Lic. No.:DENNIS PROPERTIES2214 FIFTH STREET, UNIT 3,WHITE BEAR LAKE, MN 55110651-247-7007Print Name:CERTIFICATIONSignature Name:Date:Lic. No.:PREPARED FORPROJECTPrint Name:I hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.3701 WAYZATA BOULEVARDSUITE 100MINNEAPOLIS, MN 55416-3791PH: 763-475-0010www.srfconsulting.comNO. DATE DESCRIPTION010-22-2021CITY SUBMITTAL103-18-2022CITY RESUBMITTALDOWNTOWN HUGO NORTHEAST CORNER OF HIGHWAY 61 / 146TH STREET N, HUGO, MN 55038 P. SCHROEDER14356.00N. SCHAUFENBUELN. SCHAUFENBUELP. SCHROEDERXXXXX25820PAUL D. SCHROEDERLANDSCAPEDETAILSL2.02X BALL DIA.2X BALL DIA.2X CONT. DIA.24"1.CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TOINSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SOIL CONDITIONS.3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA.4.COORDINATE ALL LANDSCAPE WORK WITH APPROPRIATE TEMPORARY AND PERMANENT EROSION CONTROL.5.ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTEBY THE LANDSCAPE CONTRACTOR.6.CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OFTHE LANDSCAPE ARCHlTECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANTMATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING.7.ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO BUT IS NOTLIMITED 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, HEALTHYBRANCHING AND LEAFlNG.-CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN5:3.8.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK REQUIREMENTS FOR SIZE AND TYPE SPECIFIED.9.PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES.10.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARYONLY.11.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAPTREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED &BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE.12.OPEN TOP OF BURLAP ON B&B 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 ANDPROPOSED 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.16.THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPECONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS.17.TOPSOIL (AND PLANTING SOIL) TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW), AND TOBE FREE OF ROOTS, ROCKS (LARGER THAN ONE INCH), SUBSOIL DEBRIS, AND LARGE WEEDS, UNLESS SPECIFIED OTHERWISE.UTILIZE EXISTING ON-SITE TOPSOIL AS APPROPRIATE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12"DEPTH TOPSOIL (PLANTING SOIL) FOR TREE, SHRUBS. AND PERENNIALS.18.MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, LANDSCAPE BED, AND MAINTENANCE AREAS, OR AS INDICATED ON THE PLAN.SHREDDED HARDWOOD MULCH TO BE A MINIMUM 4-INCH DEPTH, RED COLORED (OR AS DIRECTED), AND FREE OFDELETERIOUS MATERIAL. ROCK MULCH TO BE A MINIMUM 3-INCH DEPTH, BUFF LIMESTONE (OR AS DIRECTED), AND 1.5-INCHTO 3-INCH DIAMETER. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WlTHNO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION.19.EDGING TO BE PROVIDED BETWEEN MULCH AND LAWN TURF AREAS, OR AS INDICATED. STEEL EDGING BETWEEN LANDSCAPEBEDS AND LAWN TURF AREAS TO BE COMMERCIAL BLACK STEEL EDGING, INSTALLED PER MANUFACTURER'S INSTALLATIONGUIDELINES. BLACK STEEL EDGING SHALL BE PLACED WITH CONNECTORS AND METAL STAKES NO GREATER THAN 4-FOOT ONCENTER AND ELEVATION BELOW LAWN MOWER CUT LINE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE.INDIVIDUAL TREE AND SHRUB AREAS TO BE SPADED EDGE BETWEEN MULCH AND LAWN TURF GRASS AREAS WITH V-SHAPEDDEPTH AND WIDTH TO CREATE SEPARATION.20.All DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. SOD TO BE STANDARD MINNESOTA GROWNAND/OR HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. SEED MIX AND APPLICATION RATE AS SPECIFIED PER MN/DOTSPECIFICATIONS, OR AS OTHERWISE NOTED. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE POSITIVEDRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROLPLAN. REPAIR, REPLACE, OR RESEED ANY DAMAGED OR UNESTABLISHED AREAS UNTIL PROJECT ACCEPTANCE ANDCOMPLETION OF WARRANTY.21.PROVIDE IRRIGATION TO ALL LANDSCAPE AREAS ON SlTE, OR AS INDICATED. IRRIGATION SYSTEM TO BE DESIGN/BUILD BYLANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE IRRIGATION SYSTEM DESIGN PLANS, CALCULATIONS, ANDSHOP DRAWINGS FOR LANDSCAPE ARCHITECT APPROVAL PRIOR TO INSTALLATION. CONTRACTOR TO PROVIDE OPERATIONMANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUPDURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. COORDINATE ALLIRRIGATION PIPES, WIRING, SLEEVING, AND OTHER COMPONENTS WITH OTHER PROJECT IMPROVEMENTS.22.CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED. OWNERWILL NOT PROVIDE WATER FOR CONTRACTOR.23.REPAIR ALL DAMAGE FROM PLANTING OPERATIONS AT NO COST TO OWNER.LANDSCAPE NOTES 15' +/-BOARDWALK / DECK AND NE BUILDING #2 FFE: 933.75WETLAND LINE ELEVATION: 928 +/- (VARIABLE)ORDINARY HIGH WATER LINE: 926.656.5' +/-NO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGSHEETSHEET TITLEPROJECT INFODRAWN:DESIGNED:CHECKED:PROJECT NO:ISSUE RECORDSignature Name:Date:Lic. No.:DENNIS PROPERTIES2214 FIFTH STREET, UNIT 3,WHITE BEAR LAKE, MN 55110651-247-7007Print Name:CERTIFICATIONSignature Name:Date:Lic. No.:PREPARED FORPROJECTPrint Name:I hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.3701 WAYZATA BOULEVARDSUITE 100MINNEAPOLIS, MN 55416-3791PH: 763-475-0010www.srfconsulting.comNO. DATE DESCRIPTION010-22-2021CITY SUBMITTAL103-18-2022CITY RESUBMITTALDOWNTOWN HUGO NORTHEAST CORNER OF HIGHWAY 61 / 146TH STREET N, HUGO, MN 55038 P. SCHROEDER14356.00N. SCHAUFENBUELN. SCHAUFENBUELP. SCHROEDERXXXXX25820PAUL D. SCHROEDERLANDSCAPEDETAILS - BOARDWALKAND DECKL2.1 ELEVATION - MAIN STREET ELEVATION - LAKE SIDE ELEVATION - MAIN STREET ELEVATION - LAKE SIDE 19/29/2022 3:15 PMMeetings in Green are scheduled/posted meetings.Su Mo Tu We Th Fr Sa12345678910111213141516 17 18 19 20 21 2223 24 25 26 27 28 2930 31October 2022Su Mo Tu We Th Fr Sa12345678910111213 14 15 16 17 18 1920 21 22 23 24 25 2627 28 29 30November 2022October 2022Sep 252627282930Oct 110:00am Bus tour23456786:30pm Council Photos (Council Chambers) 7:00pm City Council12:45pm Liberty Academy Ribbon Cutting (10158 122nd St) 11:00am Fire Dept OpenHouse (Hugo Fire Department) 9101112131415Columbus Day (United States)6:30pm BOZA7:00pm Planning Comm161718192021227:00pm City Council5:30pm EDA6:30pm Hist Comm7:00pm Parks Comm232425262728296:30pm BOZA7:00pm Planning Comm3031Nov 12345Halloween (United States)SUNDAYMONDAYTUESDAYWEDNESDAYTHURSDAYFRIDAYSATURDAY 29/29/2022 3:15 PMMeetings in Green are scheduled/posted meetings.Su Mo Tu We Th Fr Sa12345678910111213 14 15 16 17 18 1920 21 22 23 24 25 2627 28 29 30November 2022Su Mo Tu We Th Fr Sa1234567891011 12 13 14 15 16 1718 19 20 21 22 23 2425 26 27 28 29 30 31December 2022November 2022Oct 3031Nov 1234567891011127:00pm City CouncilElection Day (United States)6:30pm BOZA7:00pm Planning CommVeteran's Day (United States)131415161718195:00pm Board of Canvass (Council Chambers) 5:30pm EDA6:30pm Hist Comm7:00pm Parks Comm202122232425267:00pm City CouncilThanksgiving Day (United States)6:30pm BOZA7:00pm Planning Comm27282930Dec 123SUNDAYMONDAYTUESDAYWEDNESDAYTHURSDAYFRIDAYSATURDAY             The following items were distributed at  the Council meeting.