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HomeMy WebLinkAbout2018.07.02 CC PacketEST. 1906 00 14654 Fitzgerald Avenue North - Hugo, MN 55038 A. CALL TO ORDER B. ROLL CALL C. PLEDGE OF ALLEGIANCE D. APPROVAL OF MINUTES Agenda HUGO CITY COUNCIL MEETING HUGO CITY HALL MONDAY, JULY 2, 2018 — 7 P.M. 1. June 18, 2018 Gravel Roads Workshop 2. June 18, 2018 City Council Meeting 3. June 24, 2018 Family Shelter Grand Opening 4. June 26, 2018 Clearwater Creek Preserve Open House E. APPROVAL OF AGENDA F. APPOINTMENTS/PRESENTATIONS 1. Presentation of 2017 Audit Report — Jason Miller, Smith Schafer & Associates 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. Approve Claims Roster 2. Approve Annual Performance Review for Public Works Worker Jeff Maas 3. Approve Resignation of Community Development Assistant Rachel Leitz 4. Approve Temporary Liquor License for the Lions Club for the Tough Mudder 5. Approve Lawful Gambling Exempt Permit for McEwen Benefit on August 10, 2018 at the Hugo American Legion 6. Approve Promotion of Brian Esch as Regular Firefighter 7. Approve Ordinance and Resolution for Findings of Fact for Rezoning of TGK Automotive and Premier Bank Properties Located South of 140th Street and East of Highway 61 8. Approve Resolution Approving Site Plan for TGK Automotive at 13891 Forest Boulevard North 9. Approve Reduction in the Letter of Credit for Adelaide Landing 10. Approve Change Order No. 1 for Waters Edge Stormwater Reuse Project 11. Approve Replacement of Seasonal Public Works Worker 12. Approve 2019 Salary Matrix and Mid -Term Salary Adjustments H. PUBLIC HEARING 1. None Scheduled I. UNFINISHED BUSINESS 1. Update on Local Assessor Search 2. Update on Gravel Roads Workshop 3. Update on Hopkins Schoolhouse J. NEW BUSINESS 1. None Scheduled K. VISITOR PRESENTATIONS 1. None Scheduled L. COUNCIL PRESENTATIONS 1. Update on Yellow Ribbon Network 2. James Trudeau Award Recipient Deputy Brandon Yetter M. ADMINISTRATIVE PRESENTATIONS 1. Family Concert at Hanifl Fields on Friday, July 20, 2018 2. Schedule Mid -Year Budget Review Workshop N. ADJOURNMENT BACKGROUND MEMO FOR THE CITY COUNCIL MEETING ON MONDAY, JULY 2, 2018 D.1 June 18, 2018 Gravel Roads Workshop D.2 June 18, 2018 City Council Meeting D.3 June 24, 2018 Family Shelter Grand Opening DA June 26, 2018 Clearwater Creek Preserve Open House Staff recommends Council approve the above minutes as presented. F.1 Presentation of 2017 Audit Report — Jason Miller, Smith Schafer & Associates Jason Miller from the independent accounting firm of Smith Schafer & Associates will present the Hugo City Council with a recap of the audit of City finances for the 2017 fiscal year. The Council will listen to the presentation from Jason Miller after which questions will be taken. City staff recommends Council formally accept the 2017 City Audit as recommended by Finance Director Ron Otkin. G. 1 Approve Claims Roster Staff recommends Council approve the Claims Roster as presented. G.2 Approve Annual Performance Review for Public Works Worker Jeff Maas Jeff Maas was hired by the City of Hugo on July 24, 2006, as a Public Works Worker and has worked for twelve years in the Public Works Department. Public Works Director Scott Anderson recommends Council approve the annual performance review for Public Works Worker Jeff Maas. G.3 Approve Resignation of Community Development Assistant Rachel Leitz Rachel Leitz has submitted her letter of resignation due to another job opportunity. Staff recommends Council approve the resignation of Community Development Assistant Rachel Leitz effective July 20, 2018. GA Approve Temporary Liquor License for the Lions Club for the Tough Mudder The Hugo Lions Club has submitted an application for a temporary liquor license to serve beer at the Tough Mudder event to be held at Wild Wings on July 14-15, 2018. Two Washington County Deputies have been hired to patrol the area serving alcohol. Staff recommends Council approve the Temporary Liquor License for the Tough Mudder event on July 14 and 15, 2018. G.5 Approve Lawful Gambling Exempt Permit for McEwen Benefit on August 10, 2018 at the Hugo American Legion The American Legion Auxiliary Post 620 has applied for a Lawful Gambling Exempt Permit to hold raffles during a benefit for the McEwan Family on August 10, 2018. The benefit will be held at the Hugo American Legion to raise money for the family of Rick McEwen, who died from a heart attack, to help pay for funeral and related expenses. Staff recommends Council approve the Lawful Gambling Exempt Permit for the American Legion Auxiliary Post 620. G.6 Approve Promotion of Brian Esch as Regular Firefighter At its July 5, 2016, meeting, Council approved the hiring of Brian Esch as a probationary firefighter. Brian has completed all the necessary requirements to complete his probation and be promoted to regular firefighter status. Staff recommends Council approve the promotion of Brian Esch to regular fighter. G.7 Approve Ordinance and Resolution for Findings of Fact for Rezoning of TGK Automotive and Premier Bank Properties Located South of 140th Street and East of Highway 61 The City has received an application from TGK Automotive and Premier Bank to rezone five parcels from Neighborhood Service (NS) to General Commercial (C-2). The properties are located south of 140th Street and east of Highway 61. Premier Bank owns four parcels and TGK Automotive has a contract on one parcel. The Planning Commission will hold a public hearing and consider the request at its Thursday, June 28, 2018, meeting. Staff will provide an update to the City Council at the meeting. G.8 Approve Resolution Approving Site Plan for TGK Automotive at 13891 Forest Boulevard North TGK Automotive is requesting site plan approval of an 11,270 square foot auto repair building located at 13891 Forest Boulevard North. The property is currently zoned Neighborhood Service (NS) and is approximately 3 acres in size. Previously, the site contained a blighted restaurant and hotel buildings formally known as the "End Zone" that was demolished. The applicant would like to expand and relocate their business from an existing leased space at 5241 130th Street in Hugo. The subject property is currently vacant and zoned Neighborhood Service (NS). In order for the use to be located on the property it would need to be rezoned to General Business (C-2). The Planning Commission will consider the request at its Thursday, June 28, 2018, meeting. Staff will provide an update to the City Council at the meeting. G.9 Approve Reduction in the Letter of Credit for Adelaide Landing Adelaide Landing has had significant work completed to date and the developer is requesting an initial reduction in the letter of credit. The current letter of credit is in the amount of $2,979,798.00. Staff has inspected the work completed to date and recommends reducing the letter of credit to $700,000 based on the value of work remaining to be completed. G.10 Approve Change Order No. 1 for Waters Edge Stormwater Reuse Project During the construction of the water reuse system and further review of the existing system in the field, eight quick couplers were needed to allow the stormwater reuse system and the HOA's system to be separated easily at each of the irrigation connections. This separation using quick couplers, other than the valve originally shown, is needed if the stormwater reuse system is winterized before the HOA winterizes their system. Additionally, the quick connect couplers ensure no water will be able to flow back into the reuse system. The additional cost identified in Change Order No. 1 is $3,689.56, bringing the total construction contract to $351,589.56. G.11 Approve Replacement of Seasonal Public Works Worker At its May 7, 2018, meeting, Council approved the hiring of five seasonal employees for summer work in the Public Works Department. One position has become vacant due to the employee's health issues. Public Works Director Scott Anderson is recommending Council authorize staff to hire a replacement for his position. G.12 Approve 2019 Salary Matrix and Mid -Term Salary Adiustments Each year the Finance Department compares our salary matrix to other metro area cities as well as to economic gauges, such as the Consumer Price Index. Based on the most recent analysis the Finance Department is recommending adjusting the matrix by 3% and adding Pay Grades 13 and 14. Also, based on a recently completed employee evaluation, the City Administrator is recommending moving the City Clerk to Pay Grade 8 Step 4 of the 2018 matrix. In addition, the Mayor and City Council conducted the annual performance evaluation of the City Administrator and are recommending moving his position to Pay Grade 13 Step 5 of the 2019 matrix. Both pay grade adjustments will be effective for the pay period beginning 06/25/18. Staff recommends approval of the proposed 2019 Salary Matrix and Mid -Term Salary Adjustments. I.1 Update on Local Assessor Search At its June 18, 2018 meeting, City Administrator Bryan Bear provided a recap of the City's search for a local assessor since the resignation of Dan Raboin. Staff had sent out another Request for Proposals (RFP) with a due date of June 29, 2018, and has received none to date. Bear recently met with Washington County regarding contracting services through them. Staff has provided a copy of their draft contract in the packet and will provide, at the meeting, any RFPs the City may receive. Staff will provide an update to the Council and request direction. I.2 Update on Gravel Roads Workshop At the June 18, 2018 City Council Work Session on gravel roads, Bryan Bear, Mark Erichson, Scott Anderson, and Michael Rief (WSB Construction Services/Design-Build Group Manager) provided information related to results of a roadway forensics analysis on our poor performing gravel roads as well as providing a recommended course of action to correct these roadways. Staff will lead a discussion on items related to our overall gravel road maintenance practices moving forward and summarize the plan to address corrections for the poorly performing gravel roads. I.3 Update on Hopkins Schoolhouse At the Historical Commission meeting on June 19, 2018, Chair Cynthia Schoonover provided the Commission an update on the Hopkins Schoolhouse, and there was discussion regarding the next steps. Staff will provide Council an update and recommends Council approve formation of a committee to work on items related to the Hopkins Schoolhouse. LA Update on the Yellow Ribbon Network Council Member Chuck Haas and Phil Klein will report to Council on the Yellow Ribbon Network activities held recently. L.2 James Trudeau Award Recipient Deputy Brandon Yetter Council Member Chuck Haas would like acknowledge the recipient of the 2017 James Trudeau Law Enforcement Award. This award is given annually to one law enforcement officer in recognition of outstanding dedication and service to youth in the community. Receiving the award this year is Washington County Deputy Brandon Yetter. M.1 Family Concert at Hanifl Fields on Friday, July 20, 2018 The City of Hugo is partnering with Washington County Library to present a family concert featuring the Bazillions. The performance is funded by the Land and Water Legacy Fund. There will be vehicles and equipment on display provided by the Washington County Sheriff's Department, the Hugo Fire Department, and the Hugo Public Works Department. Everyone will be allowed to explore these vehicles, meet the people that use them, and ask questions. The Bazillions host a kid friendly, interactive, rock -n -roll show. The Bazillions are the creation of Twin Cities' parents/educators/ singer -songwriters Adam and Kristin Marshall. M.2 Schedule Mid -Year Budget Review Workshop During Week of August 20-24, 2108 Staff is recommending Council schedule the midyear budget review meeting during the week of August 20-24, preferably sometime between 8 a.m. — 4:30 p.m. N. Adiournment •. 0s 14569 Fitzgerald Avenue North - Hugo, MN 55039 Call to Order Minutes HUGO CITY COUNCIL MEETING GRAVEL ROADS WORKSHOP HUGO CITY HALL MONDAY. JUNE 18.2018 — 6 P.M. Acting Mayor Petryk called the meeting to order at 6:02 p.m. PRESENT: Haas, Klein, Miron, Petryk, Weidt (arrived at 6:09) ABSENT: None ALSO PRESENT: City Administrator Bryan Bear, City Engineer Mark Erichson, Public Works Director Scott Anderson, WSB Engineering Mike Rief, and City Clerk Michele Lindau City Administrator Bryan Bear provided background reminding the Council about the discussion last fall regarding the condition of the gravel roads. Staff had been directed to communicate with residents on the roads that were not preforming up to standards and gather feedback. Staff had been working on a solution, and he introduced WSB Engineer Construction Services Manager Mike Rief. Rief provided background on himself stating he had worked with pavement type issues, with pavement design, and pavement and material forensics for over 20 years and has been with WSB for the last 13 years. He worked closely with Public Works Director Scott Anderson on identifying the roadways that were bad, and they reviewed the history and conditions present when the issues were occurring. Public Works Director explained that in 2007, all gravel roads went into the dust control program using modified Class 5 gravel, and the portion of small particles of silt and clay (i.e."fines") appeared to have increased. In 2010, it was observed that the roads became muddy, and in 2012, they increased to a "pudding" substance. The City has since added rock and sand to provide a temporary fix. Rief added that the problems seemed to occur after a rain event that followed a blading event. After blading, the roads become very permeable, and moisture remained on the road for an extended time. He felt the City's maintenance practices had been the proper ones. Test pits were dug in five different areas that showed the upper two layers had different composition. Some showed limestone that was very dusty, some showed course rock, but of most concern was three inches down where they found gravel that was stuck and bonded together. The binding component is foreign to aggregate surface roads. Silty soils will attract water, and there was also a high percentage of clay found that retains water. Layers with fines locked the water, and clay prevented the water from going down. Mike concluded there was a need to clean up the aggregate, modify the dust management, increase the slope where needed in a few places to maintain 4-6%, and incorporate compaction into the blading process to tighten the surface. Hugo City Council Meeting Minutes for June 18, 2018 — Gravel Roads Workshop Page 2 of 2 Removing and replacing the poor material would cost $350,000 for the seven miles of gravel roadways. Another option was to reclaim the materials and blend in other product. He suggested reclaiming the top 10" of aggregate materials and blend in materials to meet a class five aggregate. Compaction and grading could be done by City staff. Rief recommended a test section of 1.67 mile that would cost $9,000 plus $3,000 to rent the equipment. If it worked, the remaining 5.5 miles could be done for $39,000 in 2019. The Council had questions on why there were so many fines, what roads would be done first, how to ensure it does not happen again, and why not do the entire project. Public Works Director Scott Anderson replied that he was not positive why they ended up with so many fines, but the thought was that the fines were compacted when gradation was performed, but later broke down. Rief stated that he was confident the material beneath was good. They would also be looking at reducing the dust control application rate to see how the roads perform, and additional testing could be done to ensure the supplier was providing the City proper gravel. Anderson responded to the question on completing the entire project. He stated that the roads that turn to "pudding" are good most of the time when dry. He said he was hesitant to do the entire project without testing it first, and would like to get through next spring before doing all the roads. The City had been adding sand as a temporary fix, which has helped. Scott stated that the roads have been performing fairly well with the last rains. Weidt suggested a test road be done two ways to see which is better, and Rief suggested doing a side by side analysis. The Council agreed they should do all they can. City Administrator stated he would have a recommendation prepared for Council consideration at their July 2, 2018, meeting. Adiournment Klein made motion, Haas seconded, to adjourn at 6:56 p.m. All Ayes. Motion carried. Respectfully Submitted, Michele Lindau City Clerk 00 14654 Fitzgerald Avenue North - Hugo, MN 55038 Call to Order Mayor Weidt called the meeting to order at 7:10 p.m. PRESENT: Haas, Klein, Miron, Petryk, Weidt ABSENT: None Minutes HUGO CITY COUNCIL MEETING HUGO CITY HALL MONDAY, JUNE 18, 2018 — 7 P.M. ALSO PRESENT: City Administrator Bryan Bear, City Engineer Mark Erichson, Community Development Director Rachel Juba, and City Clerk Michele Lindau Approval of Minutes for June 4, 2018 City Council Meeting Klein made motion, Petryk seconded, to approve the minutes for the City Council meeting held on June 4, 2018, as presented. All Ayes. Motion carried. Approval of the Agenda Haas made motion, Miron seconded, to approve the agenda as presented. All Ayes. Motion carried. Washington County Sheriffs Office Annual Report— Sheriff Dan Starry Weidt welcomed Sheriff Dan Starry who presented the Washington County Sheriff's Office Annual Report for 2017. Starry talked about the several different positions he has held since he started in 1993, and he introduced Patrol Commander Doug Anschutz, who was in the audience. Starry stated there are a total of 256 dedicated employees in the department, and he provided a list of the eight deputies assigned to Hugo. Haas requested photos of current deputies. Starry said the flat cost for services in 2018 was $1,021,587, which equaled $68.90 per capita. The Council agreed they provided the City a great service at a low cost. Starry provided statistics for 2018 stating Part 1 Crimes went down, except for arson with one incident last year. Part 2 Crimes, quality of life crimes, generally remained the same except for non-violent family crimes, which are mainly calls to homes for families involving children. This is expected to grow as the population grows. The number of accident cases was similar with other years, with the exception of one fatality in 2017. Starry stated he was working on a task force for distracted driving, and a new record system began in May that will allow the department to provide more detailed statistics in the future. Starry talked about methamphetamines being a big concern and Minnesota being the hub for drug trafficking. The County's Drug Takeback Program has received nearly 39,000 pounds. Financial scams and mental health issues are a concern. The department is working on making sure services match the aging population and using community engagement to interact with residents. Hugo City Council Meeting Minutes for June 18, 2018 Page 2 of 5 Starry thanked the Council for the partnership. Approval of the Consent Agenda Hass made motion, Miron seconded, to approve the following Consent Agenda: Approve Claims Roster 2. Approve Special Event Permit for Tough Mudder at Wild Wings July 14 and 15, 2018 3. Approve Temporary Liquor License for the North Star Gay Rodeo 4. Approve Pay Request No. 2 to Diverse Construction Services for the Fire Hall Roof All Ayes. Motion carried. Approve Claims Roster Adoption of the Consent Agenda approved the Claims Roster as presented Approve Special Event Permit for Tough Mudder at Wild Wings July 14 and 15, 2018 Tough Mudder had applied for a Special Event Permit to hold the Tough Mudder at Wild Wings Game Farm, 14814 Irish Avenue North, on the weekend of July 14th and 15th. This event required a Special Event Permit approved by Council because there will be approximately 10,000 run participants plus spectators, impacts to public streets, use of an amplified sound system, and alcohol served. Participants run a 10-12 mile course with approximately 20 obstacles throughout the Wild Wings Game Farm. Additionally, this year there will be a 5K course. This is the third year the Tough Mudder has been in Hugo. A Friday event was held last year, but will not be held this year. Adoption of the Consent Agenda approved the Special Event Permit for the Tough Mudder subject to the conditions in the staff memo. Approve Temporary Liquor License for the North Star Gay Rodeo MN North Star Gay Rodeo Association (NSGRA) had applied for a Temporary On -Sale Liquor License to serve alcohol at their event on July 28-29, 2018. NSGRA is a non-profit located in Minneapolis that had held this event for several years. The area where alcohol will be served will be surrounded by a fence, and two Washington County Deputies will be present. The applicant had paid the license fee and submitted proof of Liquor Liability Insurance. Adoption of the Consent Agenda approved the Temporary Liquor License for the North Star Gay Rodeo. Approve Pay Request No. 2 to Diverse Construction Services, LLC for the Fire Hall Roof Diverse Construction Services, LLC, had submitted Pay Request No. 2 for work done to date on the replacement of the Fire Hall roof and rooftop equipment. The work had been reviewed by Building Official Chuck Preisler who recommended Council approve the pay request. Adoption of the Consent Agenda approved Pay Request No. 2 in the amount of $88,557.39. Hugo City Council Meeting Minutes for June 18, 2018 Page 3 of 5 Public Heariniz on Vacation of Drainage and Utility Easement for Roy Molitor 2"1 Addition, Outlot A Community Development Director Rachel Juba explained that Schwieters Properties requested a vacation of the existing drainage and utility easement located over Outlot A, Roy Molitor 2nd Addition. The property is generally located south of 140th, west of Fenway Blvd. Outlot A will be used for the development of Roy Molitor Yd Addition for the Schwieters Properties expansion. New drainage and utility easements will be placed on the lots at the time the final plat was recorded. Juba stated staff was comfortable with the applicant's requests to vacate the easements and requested Council hold the public hearing and approve the notice to vacate. Mayor Weidt opened the public hearing. There was no one present who wished to speak, and the Weidt closed the public hearing. Haas made motion, Petryk seconded, to approve the notice to vacate the drainage and utility easement located over Outlot A, Roy Molitor 2nd Addition. All Ayes. Motion carried. Approve Resolution Authorizing Preparation of Bids and Specification for the 1301h Street and Utility Improvement Project City Engineer Mark Erichson presented information on the 130th Street and Utility Improvement Project, which is anticipated to be constructed during the 2019 construction season. At the September 18, 2017, City Council meeting, staff was authorized to complete wetland delineations and soil borings and look into potential ROW needs for the improvements. Staff had completed these activities and was requesting authorization to prepare plans and specifications for the 130th Street and Utility Improvement Project. Erichson explained the Adelaide Landing development is responsible for 44% of the project costs totaling $1,566,520. The total project cost is estimated at $3,558,000. With each of the first three phases of the Adelaide Landing development, the developer is to provide a financial guarantee to the City in an amount equal to $521,840.00. Having recently approved the final plat for the Adelaide 2nd Addition, the City will be in receipt of $1,043,680. The developers of Beaver Ponds had also contributed to the future improvement of 130th at the time Beaver Ponds was developed. Improvements would include an urban section roadway with a roundabout at Flay Avenue and 130th Street and a pedestrian trail. Miron made motion, Klein seconded, to approve RESOLUTION 2018 —18 ORDERING THE PREPARATION OF PLANS AND SPECIFICATIONS FOR THE PROPOSED 130TH STREET AND UTILITY IMPROVEMENT PROJECT. All Ayes. Motion carried. Update on Local Assessor Search City Administrator Bryan Bear provided a recap of the City's search for a local assessor after the resignation of Dan Raboin. Dan accepted a position with Washington County on May 25, 2018, which triggered the beginning of the 90 -day requirement for the City to have an assessor. Property owners were having their questions answered by City staff and referred to the County for Hugo City Council Meeting Minutes for June 18, 2018 Page 4 of 5 assistance if needed. The required quintile work had been delayed. Washington County had stated their interested in taking over the assessing for the City; however, the Council has always indicated their interest in maintaining a local assessor. Staff had sent out another request for proposals with a due date of June 29, 2018. If the City does not find a contract assessor, there is the option to contract with Washington County or hire a fulltime City employee, which would likely be more expensive. The Council questioned whether, if the City hired its own assessor, the assessor could be hired out to other Cities, and questioned how negotiable the County's contract would be. Bear replied that he knew of no other cities looking for an assessor, and he has not received a proposal from the County yet. The Council directed staff to have information for them at the next meeting, after the closing for proposals, and include information from Washington County. Update on the Yellow Ribbon Network Council Member Chuck Haas and Phil Klein reported to Council on the Yellow Ribbon Network activities held recently. The YRN received a request from Washington County Sheriff's Office to assist with home repairs for a service member on his 12th deployment. Haas shared thank you notes and photos of care package recipients, and a photo of the table and chairs donated to the Minnesota Assistance Council for Veterans. The YRN has found volunteers to care for pets belonging to deployed service members. Burger night is Wednesday, June 27, 2018 Grand Opening for St. Andrew's Family Shelter on Sunday, June 24, 2018 City Administrator Bryan Bear informed Council they had been invited to the grand opening celebration of the St. Andrew's Family Shelter to be held on Sunday, June 24, 2018, at 2 p.m. The house is located at 14383 Forest Boulevard North, next to St. Johns the Baptist Church, and is owned by St. Genevieve's Catholic Church. Petryk made motion, Klein seconded, to schedule a meeting to attend the St. Andrew's Family Shelter on Sunday, June 24, 2018 at 2 p.m. All Ayes. Motion carried. Reschedule City Administrator Performance Review to Mondav, June 25, 2018 City Administrator Bryan Bear recommended Council reschedule the performance review. Miron made motion, Klein seconded, to reschedule the City Administrator performance review to Monday, June 25, 2018, at 5 p.m. Motion carried. Clear Water Creek Open House on Tuesday, June 26, 2018 City Administrator Bryan Bear informed Council the Parks, Recreation, and Open Space Commission was hosting an open house on Tuesday, June 26 from 7:00 p.m. to 9:00 p.m. at Hugo City Hall to gather input from residents on Clearwater Creek Preserve. Hugo City Council Meeting Minutes for June 18, 2018 Page 5 of 5 Petryk made motion, Klein seconded, to schedule a meeting to attend the Clearwater Creek Open House on Tuesday, June 26, 2018 at 7 p.m. All Ayes. Motion carried. Xcel Energy Training Center Grand Opening Event on Tuesday, August 28, 2018 City Administrator Bryan Bear informed Council that Xcel Energy had invited the Council to attend the grand opening of the Training Town Expansion Project located at their facility at 13620 Fenway Boulevard North on August 28, 2018, from 1-3 p.m. Haas made motion, Klein seconded, to schedule a meeting to attend the Xcel Energy Open House on Tuesday, August 28, 2018, at 1 p.m. All Ayes. Motion carried. Schedule Interviews for Commission Vacancies City Administrator Bryan Bear informed Council the City had received eight applications for vacancies on Hugo's commissions. Bear recommended Council select a time on which to interviews candidates for all commissions. Haas made motion, Klein seconded, to schedule the interviews for Tuesday, July 17, 2018 at 6 p.m. All Ayes. Motion carried. Adi ournment Klein made motion, Miron seconded, to adjourn at 8:17 p.m. All Ayes. Motion carried. Respectfully Submitted, Michele Lindau City Clerk CITY C )F Minutes � HUGO CITY COUNCIL MEETING CLEARWATER CREEK PRESERVE Asx_ 1906 OPEN HOUSE HUGO CITY HALL 14659 Fitzgerald Avenue North • Hugo, MN 5503a TUESDAY, JUNE 26, 2018 — 7 P.M. PRESENT: Klein, Miron, Petryk, Weidt ABSENT: Haas The Hugo City Council attended the open house held to gather resident input on Clearwater Creek Preserve. The open house was held in the Oneka Room from 7:00- 9:00 p.m. Approximately 40 people attended, in addition to members of the Parks, Recreation, and Open Space Commission. Respectfully Submitted, Shayla Denaway Parks Planner -. IRI 14659 Fitzgerald Avenue North • Hugo, MN 5503a PRESENT: Klein, Miron, Petryk, ABSENT: Haas, Weidt Minutes HUGO CITY COUNCIL MEETING ST. ANDREW'S FAMILY SHELTER OPENING CELEBRATION 14383 FOREST BOULEVARD SUNDAY, JUNE 24, 2018 — 2 P.M. The Hugo City Council attended the grand opening of the St. Andrew's Family Shelter located directly north of St. John's the Baptist Church. This is the vacant church rectory home now remodeled to provide temporary shelter for families with children experiencing homelessness. The shelter can accommodate five families and is staffed by volunteers. Respectfully Submitted, z/ SMITH- SCHAFER & ASSOC IATES, LTD. Certified Public Accountants and Consultants June 8, 2018 Honorable Mayor and Members of the City Council City of Hugo, Minnesota F. Members of American Institute of CPAs, Private Companies Practice Section, Minnesota Society of CPAs We have audited the financial statements of the governmental activities, the business -type activities, each major fund, and the aggregate remaining fund information of the City of Hugo for the year ended December 31, 2017, and have issued our report thereon dated June 8, 2018. Professional standards require that we provide you with the following information about our responsibilities under generally accepted auditing standards as well as certain information related to the planned scope and timing of our audit. We have communicated such information in our engagement letter to you dated December 15, 2017. Professional standards also require that we communicate to you the following information related to our audit. Significant Audit Findings Qualitative Aspects of Accounting Practices Management is responsible for the selection and use of appropriate accounting policies. The significant accounting policies used by the City of Hugo are described in Note 1 to the financial statements. No new accounting policies were adopted and the application of existing policies was not changed during 2017. We noted no transactions entered into by the City during the year for which there is a lack of authoritative accounting guidance or consensus. All significant transactions have been recognized in the financial statements in the proper period. Accounting estimates are an integral part of the financial statements prepared by management and are based on management's knowledge and experience about past and current events and assumptions about future events. Certain accounting estimates are particularly sensitive because of their significance to the financial statements and because of the possibility that future events affecting them may differ significantly from those expected. The most sensitive estimates affecting the financial statements were: Depreciation of Capital Assets Management's estimate of the useful life of purchased, constructed or contributed capital assets is based on the estimated productive life of these assets. We evaluated the estimated useful lives assigned to capital assets and determined that these lives were reasonable in relation to the financial statements taken as a whole. The financial statement disclosures are neutral, consistent, and clear. Twin Cities Office • 7500 Highway 55 • Suite 350 • Minneapolis, MN 55427 • PH (952) 920-1455 • FAX (952) 920-6603 Offices in: Red Wing and Rochester • www.smithschafer.com e- PrimeGlobal Member of PrimeGlobal, A Global Association of Independent Accounting Firms Honorable Mayor and Members of the City Council City of Hugo, Minnesota Page Two Difficulties Encountered in Performing the Audit We encountered no significant difficulties in dealing with management in performing and completing our audit. Corrected and Uncorrected Misstatements Professional standards require us to accumulate all known and likely misstatements identified during the audit, other than those that are clearly trivial, and communicate them to the appropriate level of management. The attached schedule summarizes uncorrected misstatements of the financial statements. Management has determined that their effects are immaterial, both individually and in the aggregate, with the exception of our bookkeeping entries, to the financial statements taken as a whole. In addition, none of the misstatements detected as a result of audit procedures and corrected by management were material, either individually or in the aggregate, to each opinion unit's financial statements taken as a whole. Disagreements with Management For purposes of this letter, a disagreement with management is a financial accounting, reporting, or auditing matter, whether or not resolved to our satisfaction, that could be significant to the financial statements or the auditor's report. We are pleased to report that no such disagreements arose during the course of our audit. Management Representations We requested certain representations from management that are included in the management representation letter dated June 8, 2018. Management Consultation with Other Independent Accountants In some cases, management may decide to consult with other accountants about auditing and accounting matters, similar to obtaining a "second opinion" on certain situations. If a consultation involves application of an accounting principle to the governmental unit's financial statements or a determination of the type of auditor's opinion that may be expressed on those statements, our professional standards require the consulting accountant to check with us to determine that the consultant has all the relevant facts. To our knowledge, there were no such consultations with other accountants. Other Audit Findings or Issues We generally discuss a variety of matters, including the application of accounting principles and auditing standards, with management each year prior to retention as the City's auditors. However, these discussions occurred in the normal course of our professional relationship and our responses were not a condition to our retention. Honorable Mayor and Members of the City Council City of Hugo, Minnesota Page Three Other Matters We applied certain limited procedures to management's discussion and analysis, the schedule of city contributions to the General Employees Retirement Plan, the schedule of proportionate share of net pension liability for the General Employees Retirement Plan, the schedule of funding progress for the Hugo Firefighter's Relief Association and the schedule of employer contributions for the Hugo Firefighter's Relief Association, which are required supplementary information (RSI) that supplements the basic financial statements. Our procedures consisted of inquiries of management regarding the methods of preparing the information and comparing the information for consistency with management's responses to our inquiries, the basic financial statements, and other knowledge we obtained during our audit of the basic financial statements. We did not audit the RSI and do not express an opinion or provide any assurance on the RSI. We were engaged to report on combining and individual major fund financial statements and schedules, which accompany the financial statements but are not RSI. With respect to the supplementary information, we made certain inquiries of management and evaluated the form, content, and methods of preparing the information to determine that the information complies with accounting principles generally accepted in the United States of America, the method of preparing it has not changed from the prior period, and the information is appropriate and complete in relation to our audit of the financial statements. We compared and reconciled the supplementary information to the underlying accounting records used to prepare the financial statements or to the financial statements themselves. Restriction on Use This information is intended solely for the use of the city council of the City of Hugo, Minnesota and the City's management and is not intended to be, and should not be, used by anyone other than those specified parties. Very truly yours, sotAi &4k a4 Am� 44. City of Hugo Claims July 2, 2018 G. 1 Vendor Invoice Amount Description Department 3D Soecialties Inc 203050 $ 238.25 Street Sign Hardware Street Dept Across the Street Productions 12-6185 $ 2,079.00 Blue Card Online Training i61 Fire Dept Advanced Gra:ihix Inc 199339 $ 125.00 Vehicle Decals & Application Fire De. --,t Allstream 15400298 $ 92.01 Fax Lines Administration AI's Coffee Comoany 164788 $ 153.20 Breakroom Supplies Gen Gov't Bldgs AI's Coffee Company 164789 $ 39.45 Breakroom Supplies Public Works Ap,lewood Nurse y 2271 $ 612.00 Mulch - CSAH 8 Landscaping Street Dei, Applewood Nursery 2273 $ 357.00 Mulch - CSAH 8 Landscar ing Street Dept ARC Irrigation 7802 $ 2,383.90 CSAH 8 Irrigation System Start -Up, Parts & Repair Street Dept Aspen Equipment Co 10191520 $ 2,616.02 Repairs - Unit #204 Street Dept As?en Mills 216330 $ 25.85 Embroidery & Patches Fire Deet Aspen Mills 216329 $ 11.50 Patches Fire Dept Aspen Mills 216328 $ 14.85 Name Tags Fire Dept Aspen Mills 216674 $ 22.00 Title Change Fire Dept AutoNation 454892 $ 320.90 Repairs - Unit #101 Public Works Century Link 651429-3212 $ 71.99 Fire Station Phone Lines Fire Dept Century Link 651426-8763 $ 62.78 911 Emergency Line Administration Cintas Corporation May $ 412.30 Cleaning Supplies Various Cintas Corporation May $ 1,587.07 Uniform & Floor Mat Services Various Cintas Corporation May $ 788.72 Supplies & Floor Mat Services Fire Dept Cintas Corporation 5010902862 $ 67.61 First Aid Supplies Public Works City of Roseville 224687 $ 420.85 June Phone Service Various City of Roseville 224663 $ 5,113.00 June Computer Service Various C larey's Safety Equipment Inc 177715 $ 780.00 HCN Meters (Grant Monies) Fire Dent Comcast 5/18/2018 $ 155.77 Business Internet (thru June 27) Fire Dept Comcast 4/5/2018 $ 2.25 Business Internet (thru May 14) Fire Dept C.�mcast 5/5/2018 $ 2.25 Business Internet (thru June 14) Fire Dept C=..mpanion Animal Control LLC May $ 548.50 Callout Fees & Mileage Animal Control Core & Main LP 1983844 $ 5,982.50 Radio Meters Water Utility Custom Cap & Tire LLC 270008110 $ 2,712.00 Tires - Unit #208 Street Dept De Lage Landen Financial Services Inc 59450247 $ 311.37 June Copier Lease Payment Administration E.H. Renner & Sons Inc 132 $ 500.00 Annual Well Insl'ections Water Utility Emergency Automotive Technologies SVC26421 $ 6,597.35 Light System & Installation - Unit #CV3 Fire Dept Environmental Equipment & Services Inc 14449 $ 4,500.00 Gutter Broom & Curtain Set - Unit #314 Street Dept ESS Brothers & Sons Inc YY2466 $ 17,481.25 Adjustable Rings, Sealants, Etc Stormwater Fund First State Tire Recycling 108675 $ 83.00 Tire Recycling - S ring Cleanup Day Recycling First State Tire Recycling 108675 $ 366.50 Tire Recycling Recycling Foremost Promotions 433646 $ 661.92 HFD Tumblers Fire Dept Forest Lake Napa May $ 1,539.18 Auto Parts and Shop Supplies Various Grainger 9806347325 $ 236.83 Diamond Saw Blade Fire Dept HD Sod Inc 5456 $ 45.00 Sod (Plow Damages Street Dept HD Sod Inc 5465 $ 49.50 Sod (Plow Damage) Street Dept HD Sod Inc 5464 $ 15.75 Sod (Plow Damac:e) Street Dept Holiday Companies 195145374 $ 24.83 Fuel Dept Hugo Plumbing & Pump Service 7436 $ 167.25 Restroom Repairs (CH) _Fire Gen Gov't Bldgs Innovative Office Solutions LLC IN2094053 $ 280.62 Plotter Printer Ink Cartridges Planning & Zoning Innovative Office Solutions LLC IN2094053 $ 256.64 Copy Paper Innovative Office Solutions LLC IN2094053 $ 137.51 Breakroom Supplies _Administration Gen Gov't Bldgs Innovative Office Solutions LLC IN2094053 $ 45.79 Pen Holders & Tape Administration Innovative Office Solutions LLC IN2094053 $ 38.50 Monitor Riser Finance Dept Interstate Battery System of Minneapolis 110041600 $ 64.85 Batteries Public Works Jefferson Fire & Safety Inc 248338 $ 2,809.02 Thermal Imaging Camera Kits - Unit #CV3 Fire Dept Jefferson Fire & Safety Inc 247805 $ 531.00 Coat & Pant Alterations Fire Dept Jimmy's Johnnys Inc 132779 $ 194.00 Portable Toilet Rental - Lions Park Parks Dept Jimmy's Johnnys Inc 132780 $ 127.00 Portable Toilet Rental - Oakshore Park Parks Dept Jimmy's Johnnys Inc 132781 $ 127.00 Portable Toilet Rental - Oneka Lake Park Parks Dept Jimmy's Johnnys Inc 132782 $ 127.00 Portable Toilet Rental - Beaver Ponds Park Parks Dept Jimmy's Johnnvs Inc 132783 $ 127.00 Portable Toilet Rental - Diamond Point Park Parks Dept Jimmy's Johnnys Inc 132784 $ 127.00 Portable Toilet Rental - Frog Hollow Park Parks Dept Jimmy's Johnnys Inc 132785 $ 568.00 Portable Toilet Rental - Hanifl Park Parks Dept Jimmy's Johnnys Inc 132786 $ 127.00 Portable Toilet Rental - Valjean Park Parks Dept Jimmy's Johnnys Inc 132787 $ 127.00 Portable Toilet Rental - Arbre Park Parks Dept Jimmy's Johnnys Inc 132788 $ 127.00 Portable Toilet Rental - Heritage Ponds Park Parks Dept Jimmy's Johnnys Inc 132789 $ 67.00 Portable Toilet Rental - Compost Site Recycling Jimmy's Johnn;•s Inc 132790 $ 127.00 Portable Toilet Rental - McCollar Park Parks Dept Jimmy's Johnnys Inc 132791 $ 167.00 Portable Toilet Rental - Irish Avenue Park Parks Dept Johnson/Turner May $ 4,556.00 May Prosecution Fees (Flat Fee; General Legal Johnson/Turner May $ 294.95 May Disbursements +,Prosecution Costs) General Legal Johnson/Turner Mav $ 2,767.50 May Civil Legal Fees - See Attached Breakdown General Legal Page 1 City of Hugo Claims July 2, 2018 G. 1 Vendor Invoice Amount Description Department Knowlan's Super Markets Inc 455 $ 8.99 Soft Drinks for Lobby Machine Gen Gov't Bld.4s Knowlan's Super Markets Inc 642 $ 30.96 Meeting Supplies Fire Dept Knowlan's Super Markets Inc 736 $ 167.59 Meeting Supplies Historical Commission Knowlan's Super Markets Inc 1211 $ 5.00 Soft Drinks for Lobby Machine Gen Gov't Bldgs Knowlan's Super Markets Inc 2671 $ 13.94 Meeting Supplies Fire Dept Knowlan's Super Markets Inc 3604 $ 59.12 Meeting Supplies Fire Dept Knowlan's Supper Markets Inc 3782 $ 4.99 Soft Drinks for Lobby Machine Gen Gov't Bldgs Knowlan's Super Markets Inc 4217 $ 17.91 Meeting Supplies Public Works Lawson Products 9305914804 $ 231.07 Bulk Hardware Supplies Public Works Loffler Companies Inc 2830707 $ 253.80 June Conier Service Pavment Administration Loffler Companies Inc 2830707 $ 196.39 Overage Charges (Color) Administration MAGraphics - Maggie White 18-1109 $ 20.00 Tour de Hugo Logo Update Parks Dept Menards 83801 $ 14.97 Tape Measure Building Inspections Menards 83500 $ 199.94 Wheelbarrows Public Works Menards 84806 $ 35.39 Shelving Parks Dept Menards 84806 $ 22.14 Mailbox for Irish Avenue Park Parks Dept Menards 84819 $ 18.17 Mailbox Repairs Street Dept Metering & Technology Solutions 11795 $ 7,306.98 Water Meters & Hardware Water Utility Metering & Technology Solutions 11873 $ 1,503.40 Water Meters & Hardware Water Utility Minnesota Cleaning Services Inc 0718P01 $ 605.00 June Cleaning Service Gen Gov't Bldgs Minnesota Cleaning Services Inc 0718P02 $ 500.00 June Cleaning Service Public Works Minnesota Cleaning Services Inc 0718P02 $ 225.00 June Cleaning Service Fire Dept Minnesota Cleaning Services Inc 0718P03 $ 100.00 June Cleaning Service - Hanifl Parks Dept MinnesotaMl.scons n Playground 2018159 $ 3,522.00 Rubber Surface Repair- Oneka Lake Park Special Parks Fund Minnesota/Wisconsin Playground 2018171 $ 216.00 Tot Seats - Diamond Point Parks Dept %IN State Colleges and Universities 4155 $ 50.00 MRTC Membership Dues s;2! Fire Dept Municipal Code Corporation 312019 $ 845.74 Supplement Pages City Clerk NAC Mechanical Corp 149623 $ 554.00 HVAC Repairs Public Works Otter Lake Animal Care Center 184407 $ 50.00 Boarding & Rescue Fees Animal Control Oxygen Service Company 3407076 $ 23.56 Welding Supplies Public Works Oxygen Service Company 8170433 $ 259.80 Zio Wheels Public Works Preisler, Charles CLAIM $ 129.99 Work Boot Reimbursement Building Inspections Press Publications 595104 $ 43.44 Ordinance 2018-486 Ordinances/Proceedings Press Publications 595004 $ 54.30 Planning Commission Public Hearing Notice Ordinances/Proceedings Press Publications 595003 $ 43.44 Ordinance 2018-487 Ordinances/Proceedings Press Publications 595001 $ 27.15 City Council Special Meetings Notice Ordinances/Proceedings Press Publications 595000 $ 70.59 Annual Disclosure of TIF Districts Ordinances/Proceedings Promotional Concepts 41964 $ 1,433.37 Tour de Hugo Supplies Parks De�-t Rock Gardens Inc 83041 $ 103.90 Raingarden Surplies Gen Gov't Bldgs Roof Spec Inc 78027 $ 900.00 Construction Admin Services - Fire Station Roof Fire Dept Sam's Club 63748 $ 603.56 Fire Department Sup:Jies Fire Dept Schifsky (T.A.) & Sons Inc _ 62921 $ 362.44 Asphalt Street Dept Schifsky (T.A.) & Sons Inc 62960 $ 183.56 Asphalt Street Dept Springsled Incor..orated r 002083.999-8 $ 3,100.00 Arbitrage Calculations Finance De: -,t Sun Life Financial July $ 681.58 Disability Premium Finance Dept Tennis Court Doctor INVOICE $ 8,498.00 Basketball Court Resurfacing -Arbre Park Sl-ecial Parks Fund Tennis Court Doctor INVOICE $ 8,998.00 Tennis Court Resurfacing - Val Jean Park Special Parks Fund Tennis Court Doctor INVOICE $ 650.00 Tennis Court Striping - Val Jean Park Si ecial Parks Fund Terrys Repair Co 2183 $ 590.23 Parts - Unit #208 Street Dept Terrys Repair Co 2182 $ 1,868.46 Repairs - Unit #206 Street Dept Toshiba Financial Services _ _ 68391944 $ 175.23 June Copier Lease Payment Fire Dept Toshiba Financial Services 68391944 $ 1.90 Overage Chartres (B & W) Fire Dept Toshiba Financial Services 68391944 $ 11.93 Overage Charges (Color) Fire Dept TruGreen L4635096158 $ 291.00 2018 Service Agreement - Hwy 61 Roundabout Street Dept Universal Hospital Services Inc 601214 $ 69.00 AED Testing Fire Dept Verizon Wireless 9807481684 $ 40.02 Cellular Phone Charges Fire Dept Verizon Wireless 9808472975 $ 675.96 Cellular Phone Charges Fire Dept Washington County Sheriff 142122 $ 7,637.97 Good Neighbor Days Security Law Enforcement Water Conservation Service Inc 8610 $ 421.40 Watermain Leak Locates (Everton) Water Utility Witmer Public Safety Group Inc 1861256 $ 2,244.45 Dual Bag Fire Pumps Fire Dept Xcel Energy 51-0011760635-1 $ 30.53 Waters Edge Stormwater Reuse Project Electric Stormwater Fund Zack's Inc 32801 $ 29.98 Shovels & Shop Tools Public Works Total Claims for July 2, 2018 $ 131,332.86 Page 2 JOHNSON/TURNER - LEGAL June 13, 2018 City of Hugo Attn: Ron Otkin 14669 Fitzgerald Avenue North Hugo, MN 55038 Dear Ron: Enclosed, please find our billing statements for the City of Hugo as of May 31, 2018. Below is a summary of the matter description, subtotal and total amount due and owing for the attached statements: MATTER General 2018 White Bear Lake Restoration Litigation Prosecution TOTAL NOW DUE: MATTER I.D. 18-2359-050 13-2359-032 12-2359-024 SUBTOTAL $1,274.25 $1,493.25 $4,850.95 $7,618.45 Please feel free to contact me if you have any questions regarding the billing statements. Sincerely, JOHNSON R LEGAL f? David K. Snyder r' DKS/mah Enclosures 56 East BroadwayAuenue, Suite 206 / Forest Lake, MN55025 / p 651.464.7292 f 651.464.7348 / johnsonturner.com FOREST LAKE / LAKE ELMO / WOODBURY / BLAINE 63 June 28, 2018 Bryan Bear City Administrator City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Dear Mr. Bear, Please accept my formal resignation as the Community Development Assistant for the City of Hugo to become effective July 20, 2018. This may seem like deja vu, however, I was not exploring positions elsewhere. This opportunity spontaneously presented itself and after careful consideration, I have accepted. This decision was not made with ease, which is a compliment to the residents who make up the Council and various Commissions, as well as City staff. I would like to thank you, Rachel Juba, and all of the other staff members who have shaped me and helped me learn about the operation and decisions that are required to continue to manage a thriving City like Hugo. The knowledge and experience I've gained has been invaluable, however, what I will carry with me throughout my life will be the fond memories, relationships, and lifelong friendships acquired from my time at the City. I hope I have clearly and loudly expressed my sincere gratitude for a rewarding employment experience because I understand how rare my experience has been and how lucky I am to have been part of this amazing group. Again, it has been a pleasure working as part of the City of Hugo. Please feel free to contact me after I leave if I can be of any further assistance to you. Sincerely, achel Leitz Minnesota Department of Public Safety ALCOHOL AND GAMBLING ENFORCEMENT DIVISION 444 Cedar Street Suite 133, St. Paul MN 55101-5133 (651) 201-7507 Fax (651) 297-5259 TTY (651) 282-6555 W W W.DPS.STATE.MN.US APPLICATION AND PERMIT FOR A 1 TO 4 DAY TEMPORARY ON -SALE LIQUOR LICENSE TYPE OR PRINT INFORMATION NAME OF ORGANIZATION DATE ORGANIZED TAX EXEMPT NUMBER STREET ADDRESS 9l) Q®" 3 2 CITY �4 d STATE trM � ZIP CODE 5- -S-0 S .� NAME OF PERSON MAKING APPLICATION BUSINESS PHONE=HOME (KIS)e,-(q- (L-( PHONE P ) x-(24' - 1745' DATES LIQUOR WILL BE SOLD -^� /'1e{ 7 -IS' -201 TYPE OF ORGANIZATION T B -0 RELI(ilQl-['.-.)' OTHER N(-)NPK(.)l I ORGANIZATION OFFICER'S NAME C)AK fSA(tLAZ.oCZ ADDRESS 1(1206 Gevvev^ WPj, Hu c mo\ s"5-63� ORGANIZATION OF`FICER'S NAME I'ssb� SC"�V�rteCjC(2 ADDRESS 606t ktvq Srk tin r0�� ORGANIZATION OFFICER'S NAME Location Iicen: e will be used. If outdoor area, describe _ roclu _ �; �.� � �, Ae1< � eive_v& ADDRESS buc)O , VIAS. --- At W AA, Will the applicant contract for intoxicating liquor service? If so, give the name and address of the liquor licensee providing the service. CC>Will the applicant carry liquor liability insurance? If so, please provide the carrier's name and amount of coverage. f-totis 0-tos 1, 0061 VoC) (�e(-& Ul ufupr� 1,000,000 APPROVAL APPLICATION MUST BE APPROVED BY CITY OR COUNTY BEFORE SUBMITTING TO ALCOHOL & GAMBLING ENFORCEMENT CITY,/COUNTY CITY FEE AMOUNT 30 DATE FEE PAID & -7-S; -1 e DATE APPROVED LICENSE DATES SIGNATURE CITY CLERK OR COUNTY OFFICIAL APPROVED DIRECTOR ALCOHOL AND GAMBLING ENFORCEMENT NOTE: Submit this form to the city or county 30 days prior to event. Forward application signed by city and/or county to the address above. If the application is approved the Alcohol and Gambling Enforcement Division will return this application to be used as the License for the event PS -09079 (05/06) MINNESOTA LAWFUL GAMBLING LG220 Application for Exempt Permit An exempt permit may be issued to a nonprofit organization that: conducts lawful gambling on five or fewer days, and awards less than $50,000 in prizes during a calendar year. If total raffle prize value for the calendar year will be $1,500 or less, contact the Licensing Specialist assigned to your county by calling 651-539-1900. ORGANIZATION INFORMATION Organization Name: __.._ American Legion Auxilipry Unit 620 Minnesota Tax ID Number, if any: 27-1447354 Mailing Address: 5383 140th Street North G5 11/17 Page 1 of 2 Application Fee (non-refundable) Applications are processed in the order received. If the application is postmarked or received 30 days or more before the event, the application fee is $100; otherwise the fee Is $150. Due to the high volume of exempt applications, payment of additional fees prior to 30 days before your event will not expedite service, nor are telephone requests for expedited service accepted. I Previous Gambling Permit Number: X-00968-15-017 ? Federal Employer 1D Number (FEIN), if any: City: Hugo MN Zip; 55038 County: Washington Name of Chief Executive Officer (CEO): Rita D. Lorey, President, Auxiliary Unit 620 CEO Daytime Phone: 612-216-0264 CEO Email: rlorey_@foleymansfield.com (permit will be emailed to this email address unless otherwise indicated below) Email permit to (if other than the CEO): NONPROFIT STATUS Type of Nonprofit Organization (check one): = Fraternal = Religious✓� Veterans Attach a copy of one of the following showing proof of nonprofit status: Other Nonprofit Organization (DO NOT attach a sales tax exempt status or federal employer ID number, as they are not proof of nonprofit status.) aA current calendar year Certificate of Good Standing Don't have a copy? Obtain this certificate from: MN Secretary of State, Business Services Division Secretary of State website, phone numbers: 60 Empire Drive, Suite 100 www.sos.state.mn.us St. Paul, MN 55103 651-296-2803, or toll free 1-877-551-6767 IRS income tax exemption (501(c)) letter in your organization's name F-1 Don't have a copy? To obtain a copy of your federal income tax exempt letter, have an organization officer contact the IRS toll free at 1-877-829-5500. IRS - Affiliate of national, statewide, or international parent nonprofit organization (charter) If your organization falls under a parent organization, attach copies of both of the following: 1. IRS letter showing your parent organization is a nonprofit 501(c) organization with a group ruling; and 2. the charter or letter from your parent organization recognizing your organization as a subordinate. GAMBLING PREMISES INFORMATION Name of premises where the gambling event will be conducted (for raffles, list the site where the drawing will take place): -Hugo American Le�lon Post 620 Physical Address (do not use P.O. box): 5383 140th Street North Check one: City: Huyo____ _ Y� Zip: 55038 County: Was in ton ❑Township: — _ _ Zip: .. _ County- Date(s) of activity (for raffles, indicate the date of the drawing): August 10; 2018 Check each type of gambling activity that your organization will conduct: a Bingo =Paddlewheels Pull -Tabs =Tipboards oRaffle Gambling equipment for bingo paper, bingo boards, raffle boards, paddlewheels, pull -tabs, and tipboards must be obtained from a distributor licensed by the Minnesota Gambling Control Board. EXCEPTION: Bingo hard cards and bingo ball selection devices may be borrowed from another organization authorized to conduct bingo. To find a licensed distributor, go to www.mn.gov/gcb and click on Distributors under the List of Licensees tab, or call 651-539-1900. LG220 Application for Exempt Permit Page 2of;2 LOCAL UNIT OF GOVERNMENT ACKNOWLEDGMENT (required before submitting application to 1 the Minnesota Gambling Control Board) CITY APPROVAL COUNTY APPROVAL for a gambling premises for a gambling premises located within city limits located in a township The application is acknowledged with no waiting period. he application is acknowledged with no waiting period. The application is acknowledged with a 30 -day waiting he application is acknowledged with a 30 -day waiting period, and allows the Board to issue a permit after 30 days period, and allows the Board to Issue a permit after (60 days for a 1st class city). 30 days. ❑The application is denied. Dhe application is denied. Print City Name: Hug 0, MN Signature of City Personnel: Title Date: The city or county must sign before submitting application to the Gambling Control Board. Print County Name: Signature of County Personnel: Title: Date: TOWNSHIP (if required by the county) On behalf of the township, I acknowledge that the organization is applying for exempted gambling activity within the township limits. (A township has no statutory authority to approve or deny an application, per Minn. Statutes, section 349.213.) Print Township Name: Signature of Township Officer: Title: Date: CHIEF EXECUTIVE OFFICER'S SIGNATURE (required) The information provided in this application Is complete and accurate to the best of my knowledge. I acknowledge that the financial report will be completed and returned to the Board within 30 days of the event date. Chief Executive Officer's Signature: __ _ _______ _ _ _ _Date: (Signature must be CEO's signature; designee may not sign) Print Name: Rita D. LOrey, President, Auxiliary Unit 620 I REQUIREMENTS i MAIL APPLICATION AND ATTACHMENTS Complete a separate application for: • all gambling conducted on two or more consecutive days; or • all gambling conducted on one day. Only one application is required if one or more raffle drawings are conducted on the same day. Mail application with: a copy of your proof of nonprofit status; and application fee (non-refundable). if the application is postmarked or received 30 days or more before the event, the application fee Is $100; otherwise the fee Is $150. Financial report to be completed within 30 days after the Make check payable to State of Minnesota. gambling activity is done: To: Minnesota Gambling Control Board A financial report form will be mailed with your permit. Complete 1711 West County Road B, Suite 300 South and return the financial report form to the Gambling Control Roseville, MN 55113 Board. Questions? Your organization must keep all exempt records and reports for Call the Licensing Section of the Gambling Control Board at 3-1/2 years (Minn. Statutes, section 349.166, subd. 2(f)), 651-539-1900. Data privacy notice: The information requested application. Your organization's name and ment of Public Safety; Attorney General; on this form (and any attachments) will be used address will be public information when received Commissioners of Administration, Minnesota by the Gambling Control Board (Board) to by the Board. All other information provided will Management & Budget, and Revenue; Legislative determine your organization's qualifications to be private data about your organization until the Auditor, national and international gambling be involved in lawful gambling activities in Board issues the permit. When the Board issues regulatory agencies; anyone pursuant to court Minnesota. Your organization has the right to the permit, all information provided will become order; other individuals and agencies specifically refuse to supply the information; however, if public. If the Board does not issue a permit, all authorized by state or federal law to have access your organization refuses to supply this information provided remains private, with the to the information; individuals and agencies for information, the Board may not be able to exception of your organization's name and which law or legal order authorizes a new use or determine your organization's qualifications and, address which will remain public. Private data sharing of information after this notice was as a consequence, may refuse to issue a permit. about your organization are available to Board given; and anyone with your written consent. If your organization supplies the information members, Board staff whose work requires requested, the Board will be able to process the access to the information; Minnesota's Depart - This form will be made available in alternative format (i.e. large print, braille) upon request, Ah equal opportunity employer iiiiiii mill M11 I AUGUST a.o"-' 2,o18 6:oo TO g:oo We are planning a Benefit for Rick McEwen's family. Rick died suddenly from a massive heart attack. The family needs help paying for his funeral and other expenses. We are planning on selling tickets for a so.00 Pasta Dinner along with a chance to Win soo.00 Drawing. We will also have raffles for prizes that have been donated to us. The Benefit will be held August sot" 2o18 at the Hugo American Legion Post 620. Rick was a Big Guy with a BIG Heart who would help anyone. So lets help his family. Agenda Number G.7 and G.8 CITY OF HUGO COMMUNITY DEVELOPMENT DEPARTMENT PLANNING AND ZONING APPLICATION STAFF REPORT TO: Bryan Bear, City Administrator FROM: Rachel Juba, Community Development Director SUBJECT: TGK Automotive and Premier Bank. Property Rezoning from Neighborhood Service (NS) to General Business (C-2) TGK Automotive. Site Plan review for an 11,270 square foot auto repair building located at 13891 Forest Boulevard North DATE: June 28, 2018, for the City Council Meeting on July 2, 2018 COMPREHENSIVE PLAN: Commercial (COM) ZONING: Neighborhood Service (NS) REVIEW DEADLINE: July 28, 2018 PLANNING COMMISSION UPDATE: The Planning Commission will hold a public hearing and consider the requests at its Thursday, June 28, 2018, meeting. Staff will provide an update to the City Council prior to the Monday, July 2, 2018, meeting. 2. DESCRIPTION OF REQUEST: TGK Automotive is requesting site plan approval of an 11,270 square foot auto repair building located at 13891 Forest Boulevard North. The property is currently zoned Neighborhood Service (NS) and is approximately 3 acres in size. Previously on the site contained a blighted restaurant and hotel buildings formally known as the "End Zone" that was demolished. The applicant would like to expand their business from an existing leased space at 5241 130th Street in Hugo. The subject property is currently vacant and zoned Neighborhood Service (NS). In order for the use to be located on the property it would need to be rezoned to General Business (C-2). Page 2 TGK Automotive Rezoning and Site Plan The City has received an application from two property owners to rezone five parcels from Neighborhood Service (NS) to General Commercial (C-2). Premier Bank owns four parcels and TGK Automotive has a contract on one parcel. The parcel under contract with TGK Automotive is also requesting site plan approval for the auto repair business. The rezoning, if approved, would allow for all permitted uses in the C-2 district. This request is not specific to the proposed use. 3. BACKGROUND: In February 2018, TGK Automotive presented a sketch plan to the Economic Development Authority (EDA), Planning Commission, and City Council for the auto repair business. They asked for comments on the site layout, architecture, and rezoning of the property. The Commissions and City Council were generally comfortable with the rezoning of the property to General Business (C-2), but stated the transition and buffer to the residential properties to the east is important and that the following items should be incorporated into the site plan: • The number of cars parked/stored outdoors should be limited and screened from the residential properties to the east and Highway 61. • The architecture is important as it's on Highway 61. The building should be built out of quality materials. • Any roof top or ground mechanical equipment should be screened from view. The roof top mechanical equipment should be screened with the extension of the parapet walls of the building. • The lighting should be directed away from the residential properties to the east. • The transitions between the land uses should include ideas on how to abate noise. For example, the overhead doors should remain closed as work is being completed on the vehicles. They agreed that the rezoning seemed reasonable, however the site plan will be essential in making that decision. At that time staff was comfortable with the request, as long as there are proper transitions between the land uses and the impact on the surrounding residential properties is minimized. Staff stated that if the rezoning of the property is supported, then it may be reasonable to expect other property owners to the north and south of this site to request the same zoning. Staff was also comfortable with these properties also being rezoned to C-2 as well. 4. LEVEL OF DISCRETION IN DECISION-MAKING 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 rezoning application must be approved. However, if the City finds that any of the applicable standards are not met, the application may be denied. 2 Page 3 TGK Automotive Rezoning and Site Plan 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. 5. CONTEXT: A. Surrounding Land Use and Zoning The subject property is zoned Neighborhood Service (NS) and the land use is identified as Commercial (COM). The property to the north is zoned General Business (C-2) and is occupied by an outdoor equipment sales and repair business. The property to the south is zoned Neighborhood Service (NS) and is occupied by a residential home. The properties to the east are zoned Low Density Multiple Family Residential (R-4) and are occupied by the Pineview Meadows Development. The property to the west, across Highway 61, is zoned General Industrial (I-3) and is occupied by industrial uses. B. Natural Characteristics of Site The site is currently vacant. There were other older buildings including a restaurant, two hotel buildings, and a house on site that have been removed. There is a wetland on the northeast portion of the site. There are also trees on the east and south portion of the site. The applicants site plan shows some of those trees being preserved. 6. ANALYSIS: A. Rezoning 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 City's Comprehensive Plan identifies the subject parcels as Commercial. The Comprehensive Plan identifies three types of commercial land uses that are reflected in the zoning regulations. The regulations specifically list three types of commercial zoning as; Neighborhood Service (NS), Central Business (C-1), and General Business (C-2.) The purpose of the Neighborhood Service (NS) zoning district is to provide a location for commercial and service businesses to conveniently serve the needs of an identified residential neighborhood. The NS District provides for those neighborhood commercial uses, but it does not allow for restaurants, auto sales, or other uses intended primarily to draw traffic from outside the neighborhood. The NS district does allow for neighborhood food service, different from restaurants, which has several regulations in regards to hours of operation and outdoor noise. 3 Page 4 TGK Automotive Rezoning and Site Plan The purpose of the Central Business (C-1) zoning district is to provide for the establishment of a downtown which is a blend of cultural, recreational, civic, entertainment, retail, sales, and office uses. The C-1 district allows restaurants and taverns as well as a series of other uses that are not allowed in the NS District. The C-1 District allows more commercial uses, with a lesser amount of restrictions than the NS district. A motor vehicle repair business is not allowed in the C-1 zoning district. The General Business (C-2) is the zoning that is being proposed by the applicants. The purpose of the C-2 zoning district is to provide for the establishment of service and freestanding commercial businesses, including retail sales, offices, and restaurants, which are oriented toward motorists and require high volumes of traffic and visibility from major roads. The C-2 district allows restaurants and auto oriented businesses as well as a series of other uses that are not allowed in the NS District. The C-2 district allows more commercial uses, with a lesser amount of restrictions than the NS district. A motor vehicle repair business, excluding an auto body shop, paint shop, or tow lot, is allowed in the C-2 zoning district. The NS and C-2 zoning districts have different permitted, accessory, and conditional uses. The C-2 district allows for more intense commercial uses that may include additional traffic, lighting, and noise. The construction limitations are the same, except the lot coverage requirements. The applicants have stated that they would like the property to be zoned C-2 because of the expanded uses, which allows for the motor vehicle repair business, compared to the NS zoning district. The property to the north at Highway 61 and 1401h St (CSAH 8) was rezoned to C-2 from NS in 2012. The property to the west across Highway 61 has a conditional use permit for an auto body shop, but is zoned NS. These uses would be allowed in the C-2 zoning district. The properties have been marketed for sale as a NS zoning district. One of the properties now has a purchase agreement for a use that is not allowed in the NS district. The expanded uses may help occupy the vacant property. The property is close to an important intersection adjacent to Highway 61 and 140th Street (CSAH 8), with high traffic counts. Any use on the property would likely draw people from several areas of the City, other than the surrounding neighborhoods. The area is consistent with what would be desired for uses in the C-2 district to locate. Rezoning the property General Business (C-2) would be in compliance with the land use guide plan. 2. The proposed zoning classification is appropriate for the property given the topographic, environmental, and cultural limitations of the site. The property is generally flat. There is a small wetland to the north and a wooded area on the southeast portion of the property. The building and the site are 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 limitations of the site. al Page 5 TGK Automotive Rezoning and Site Plan 3. Existing public infrastructure is adequate to handle the development that can reasonably be foreseen on the site Sewer and water services are available to the property. In addition, a traffic signal and intersection improvements have been installed at the intersection of 140th Street (CSAR 8) and Highway 61. Currently there is a full access into the site from Highway 61. Long term, the expansion plans for Highway 61 show a median at this location. This would mean that access to the site would be right -in and right -out only after the expansion of Highway 61 is constructed. There is no timeline or funding for the road expansion project. 4. The proposed zoning classification will not have unreasonable negative impacts on the adjacent properties The rezoning of the property will allow for more intense uses on the property that may include more traffic, noise, and lights. While the properties to the east are developed with town homes, they are separated from these properties by a wooded area. With proper transitions in the site layout the wooded area could help serve as an acceptable transition to a proposed commercial development. There are several situations in the City where properties zoned General Business (C-2) are adjacent to residential uses. Staff has evaluated site layouts and landscaping as a way to buffer commercial uses from the residential uses. It's staff opinion that this property can accommodate the expanded uses without having an adverse impact on the surrounding properties. B. Site Plan The applicant is requesting a site plan approval of a 11,270 square foot auto repair building at 13891 Forest Boulevard. The applicant is showing area on the site plan for a future building expansion. The applicant would be required to formally apply for site plan approval for any building expansion for review and approval by the Planning Commission. The application complies with the ordinance standards as follows: Building Setbacks The City's Comprehensive Land Use regulations require a 30 foot front yard setback, 30 foot side yard setback, and 30 foot rear yard setback. The site plan meets all setback requirements. Parking The City Code states that an auto repair business is required to have 1 parking space for every 250 square feet of floor area. With this calculation the applicant is required to have 45 parking spaces for the retail building. The applicant is proposing to have 46 parking spaces, which meets the parking requirement for the development. The future "proof of parking" is not needed until the expansion is built. The parking areas will be evaluated at the time the applicant would apply for site plan approval for the expansion. 5 Page 6 TGK Automotive Rezoning and Site Plan The applicant has stated that they will be repairing personal vehicles and medium duty trucks. The three overhead doors are on the north and east side of the building, with one being on the east side of the building. The applicant has stated that the medium duty trucks will be using the overhead door on the north side. The applicant has stated that any car that needs to stay overnight at the shop would be stored inside the building. There will be occasional situations where cars are parked overnight outdoors. The applicant has stated the location of the parking is would likely be on the north side, which is planned to have seven parking spaces. The plans do not formally show a storage location and vehicles shall not be stored on site. Building Height The zoning ordinance limits building height to 35 feet. The applicant is proposing the building, at its highest point to be 30 feet. The applicant meets the building height requirements. Building Coverage and Lot Coverage The ordinance limits lot area to be covered by a building up to 40% and lot area to be covered by impervious surface up to 70%. The building will cover 8% of the lot and impervious surface will be 40%. The proposed site plan complies with the coverage requirements. Lighting The applicant has submitted a lighting plan for the project that includes two pole light that are in the parking lot. The pole lights shall be no taller than 20 feet in height, per City Code. There are also exterior wall lights proposed for all sides of the building. The lights are proposed to be downcast fixtures. Attached to the report are the pole and wall lights that have been proposed for the building. Staff will continue to work with the applicant on the fixture types and locations to ensure they are directed away from the properties to the east. All lighting for the project shall be downcast cut-off fixtures to direct light away from adjoining properties and public streets. Landscaping Based on the type and size of the proposed building and the dimensions of the site, the landscaping plan should include a minimum of 15 deciduous shade trees, 8 coniferous trees, 8 ornamental, and 47 shrubs. The applicant is proposing to substitute 7 deciduous trees for 7 additional coniferous tress to buffer the use from the residential properties to the east. It's in staffs opinion that this is a good substitution. The applicants landscape plan meets all of the City's landscape requirements for a commercial development. The landscaping surrounds the building on all sides and is located within the parking lot in the islands. The applicant is also preserving some trees that exist on the site in the south east corner. Staff recommends the applicant include additional trees along the west side property line. There is a row of mature coniferous trees on the east side of the east property line that are not on the property in question. They will remain to buffer this project from the townhomes to the east. The applicant is proposing additional trees to further buffer the uses. The applicant is showing proposed grading that is close to the existing trees. Staff has recommended that the applicant on Page 7 TGK Automotive Rezoning and Site Plan have an arborist look at the grading plan and ensure that the tress will not be damaged at all due to the proposed grading. The entrance area and foundation is landscaped with shrubs and perennials that exceeds the City's landscape requirements. The plan also the site to be mostly seeded. Fencing and Screening The applicant is not proposing any fencing for this development. There is additional landscaping, from the existing mature trees on the east property line, that is being proposed for the east side of the site to screen the building from the residential uses to the east. The applicant is proposing to have the trash enclosure on the northeast potion of the building. The trash enclosure will be constructed of the rock face block used on the building with metal gates that are a bronze color. There will be a cover on the trash enclosure. Architecture and building materials The building material consists of a buff colored split -face block at the base of the building in the office area. The stone at the main entrance is proposed to be rectangular in shape and the color is Prairie Bluff Newbury. The office area is proposed to be EFIS in a color that matches the pre -cast concrete wall panels used for the auto repair area of the building. The precast concrete wall panels are proposed to have a texture combining a smooth and raked finish in a buff color. The overhead doors are proposed to be a bronze color. The main entrance of the building is clearly defined and provides a focal point that will be highly visible to the public. There are several widows on the building and with architectural canopies at the main entrance. There is a cornice detail along most of the roof lines. The eastern portion of the building consists of the repair shop and has varying wall heights. The applicant has stated that the proposed precast concrete panels provides a durable exterior finish as well as energy efficient and structurally sound building shell. Natural daylighting is planned with high bay windows that are evenly spaced within the wall panels. There are three main overhead doors for vehicle entrances, two on the north side and one on the east side of the building. It's in staff's opinion that the overhead door placement is good. The Commercial and Industrial Design Guidelines state that precast concrete wall panels (tip -up concrete panels) are a prohibited material, except when used for industrial building construction. This is a commercial building in a commercially zoned area. The intent of the prohibition was to discourage box shaped buildings, long walls with no details, and an industrial park feel in a commercial zoning district. The applicant has done a generally good job of creating a building footprint that is not shaped like a box and has provided several windows, horizontal and vertical projections, and is providing a cornice along the rooflines, all of which are typical details to commercial buildings. The applicant is proposing architectural elements to the precast concrete wall panels. For these reasons staff is comfortable with the use of precast concrete wall panels for a portion of the building. The building architecture complies with the City's construction standards and guidelines for commercial buildings. 7 Page 8 TGK Automotive Rezoning and Site Plan Signage The applicant is showing on the plans a wall sign on the building and a proposed location for a monument sign. The location seems acceptable, but there are no details for what the monument sign will look like or proposed landscaping around the sign. Sign permits shall be approved for all signs that will be on the building and monument signs. All details will be reviewed and approved at the time a sign permit is applied for. Ponding and stormwater management The proposed plans are consistent with City storm water management requirements with regard to the building elevation, storage, treatment, and infiltration. Staff is working with the applicant to make a few minor modifications to the storm water management plans; however, none of the modifications will require a change in the overall site plan. Utilities Sanitary sewer service is extended from existing infrastructure located on the east side of the property with a 6" service extended into the site. Water service is available by connecting (wet tap) to the existing watermain located along the east side of Highway 61. Streets and Access There are three existing access points into the property. The applicant is showing the elimination of two access and one proposed access for the site. MnDOT has a plan to expand Highway 61 into a 4 -lane divided Highway. The plan shows a median at this access location. The short term the access into the site would be a full access, but long-term the access into the site will be right- in/right-out only. MnDOT has commented on the plans and they are requiring a northbound right turn lane. It is also required that 39 feet of right-of-way along Highway 61 be dedicated to the City for the future expansion of the highway per the Memorandum of Understanding (MOU) between the City and MnDOT. Past planning efforts by the City included the coordination of access with the properties to the north and south of the site. The site plan is configured in a manner to allow for future interconnection of the adjacent properties. An easement or other agreement should be drafted to allow for the connection to the adjacent sites as they develop in the future Page 9 TGK Automotive Rezoning and Site Plan 7. CONCLUSION: It is the Staff's opinion that the criteria for rezoning of the property have been met. Therefore, the Staff recommends approval of the rezoning of the properties. Staff has reviewed the site plan for consistency with the applicable standards outlined in the City Code and finds that the application is consistent with the standards with the conditions of approval as recommended in the attached resolutions. 7. RECOMMENDATION: Staff recommends approval of the applications subject to the conditions listed in the attached resolutions and ordinance. ATTACHMENTS: 1. Location map 2. Resolutions 3. Ordinance for Rezoning 4. Engineers Memo dated June 25, 2018 5. MnDOT Comment Letter 6. Applicant Narrative 7. Site Plan Documents 9 ORDINANCE 2018 - AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF HUGO AMENDING CHAPTER 90 (ZONING ORDINANCE) OF THE CITY CODE TO CLASSIFY CERTAIN LANDS LOCATED SOUTH OF 140TH STREET AND EAST OF FOREST BOULEVARD 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 General Business (C-2) with respect to the properties legally described as follows: See Attached Section 2. Effective Date. This amendment shall take effect upon its passage. ADOPTED by the City Council this 2nd day of July, 2018 Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk The following Legal Description is as shown on the First American Title Insurance Company title commitment number NCS -8971 77-PHX1 , dated March 22, 2018: All that part of the North Half of the Northwest Quarter of Section 29, Township 31, Range 21, described as follows: Beginning at the intersection of the south line of said tract and the east line of State Highway No. 61, as now widened to 1 1 1 feet; thence North 1 1 degrees 51 minutes East, along said Highway line a distance of 501.4 feet to the actual point of beginning of the tract to be described; thence easterly and parallel with the south line of said North Half of the Northwest Quarter a distance of 400 feet; thence northerly at right angles to the last course a distance of 357.26 feet; thence westerly and parallel with the south line of said North Half of the Northwest Quarter a distance of 325.23 feet to its intersection with the east line of State Highway No. 61 as now widened to 1 1 1 feet; thence South 1 1 degrees 51 minutes West along said Highway line a distance of 365.0 feet to the actual point of beginning. (Abstract property) Parcel A: All that part of the North Half of the Northvvet Quarter of Section 29, Township 31, Range 21, described as follows: Cam rnendng at the intersectic.+n of the North line of said Sectlon 29 with the Easterly line of State Trunk Highway No_ b1,. as now widened to 111.00, said point of intersection being 1103.76 feet East from the N-orthwest corner of said Section 29; thence due East along the North line of said Section 29 a distance of 285.0 feet; thence South at a right angle to said North line a distance of 2 79. 89 feet; thence West and parallel with said North. IIne a distance of 58.14 feet to the actual polnt of beginning of the tract to be described; thence continuing on said parallel We a distance of 285.57 feet to its Intersection with the Easterly line of State Trunk Highway No. 61; thence south 11 degrees 53 minutes 19 se€ands West along said Easterly line a distance of 193.61 feet to a point on said Eastwrly line distant 866,4 feet Northerly, as measured along said Easterly litre, from its intersection with the South line of said North Ralf of the Northwest Quarter; thence Easterly and parallel with the South line of sa d North Half of the Northwest Quarter a distance of 325.23 feet; thence N ortherly at right angles to last course a distance of 189.84 feet to the actual pint of beginning, Washington County, State of Minnesota. Panel 8_ That part of the Northwest X of the Northwest N of Section 29, Township 31, Range 21, Washington County, h1Innesot2, described as Follows_ commencing at the intersection of the South line of said tract and the East ri8ht-sof-away State Trunk Highway Na_ 51 as now widened to 711 feet;. thence Northerly along sold highway right-of-way line a distance cif 399.23 feet to the actual point of beginning of the land to be described; thence continuing Northerly along said highway right-of-way line a distance of 102.17 feet; thence East parallel to the South litre of said Northwest X of the. Northwest % a distance of 136.56 feet; thence Easterly on a straight lime and its extension to a point distant 173.36 feet East as measured along said parallel line. from the East right-of-way line of State Trunk Highway No. 61 and 5.45 feet South from said parallel litre for a distance of 2.1.68 Feet; thence South on a line drawn at right angles to the South litre of said Northwest YL of the Northwest X for a distance of 96.74 feet; thence West parallel to the South Line of said Northwest 3+ of the Northwest 36 a distance of 178.93 feet to the actual point of beginning. Parcel C: That part of the Northwest Quarter of the Northwest Quarter, Section 29, Township 31, Mange 21, described as fCllgrs: Commencing at the Intersection of the South line of said tract and the East right of way line of State TTunk Highway No. 61 and naw wldened to 111 Feet, thence Korth 11 degrees 51 rninute4 East along said highway right of way line, a distance of 279.1 feet; to the actual poirrt of beginning of the land to be described; thence continuing North 11 degrees 51 minutes East along said Righway right of way line, a dlsCance of 222.3 feet; thence East parallel to the South line of said Northwest Quarter of the Northwest Qljarter a distance of 400 feet, thence South at right angles to the last described line a distance of 218 feet; thence West parallel to the South line of said Northwest Quarter of the Northwest Quarter a distant of 445.65 feet to the actual point of beginning, EXCEPTthat part of the Northwest Quarter of the Northwest Quarter of Sertion 29, Tgwmihip 31, Range 21, described as follows; Commenoing at the intersection of the South line of said tract and the East right of way of State Trunk High%Na+y No. 61 as now vvidened to i11 feet; thence Northerly along said highway right of way line a distance of 399,23 fe+et to the actual pv:nt of beginning of the land to be described; thence continuing Northerly along said Highway right crf way line a distance of 102.17 feet; thence East parallel to the South line of said Northwest Quarter of the Northwest Quarter a distance of 136.56 feet, thence Easterly on a straight line and its exterivan to a point distant 173.36 feet East of State Trust Highway No. 61 and 5.45 feet 5cuth from sai,dr, parallel line for a distance of 21,68 feet, thence South on a line drawn at right angles to the 5aut1h line of said Northwest Quarter of the Northwest Quarter for a distance of 96.74 feat; thence West parallel to the South line of said Northwest Quarter of the Northwest Quarter a distance of 178.93 feet to the actual point of begfnoing,. Washington County, Minnesota. Parcel D, That part of the South 20 acres lying East of S.T.H. No. 61 of the North One -Haff of the Northwest quarter of Section 29, Township 31, Range 21, Washington County, Minnesota, described as follows, Beginning at the Iritersectlon of the Easterly Right -of -flay line of the new S,T.H. Gland aline 248 feet South of the North line of said South 20 acres, thence Easterly and parallel to the North line of said 20 acres:, W-08 feet; thence 5ocrth at right angles, 140 feet; thence Westerly to a paint on said Easterly flight -of -Way line being 10&81 feet Southwesterly of the po lint of beginning, thence Northerly along, said Right -of -Way line 1118.81 feet to point of beginning. Abstract Property RESOLUTION 2014- 4 APPROVING FINDINGS OF FACT FOR REZONING FOR TGK AUTOMOTIVE AND PREMIER BANK PROPERTIES LOCATED SOUTH OF 140TH STREET AND EAST OF FOREST BLVD (HIGHWAY 61) WHEREAS, TGK Automotive and Premier Bank, have requested reclassification of the zoning from Neighborhood Service (NS) to General Business (C-2). 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 parcels from NS to C-2; 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 TGK Automotive and Premier Bank, have requested reclassification of the zoning from Neighborhood Service (NS) to General Business (C-2), based on the following findings: 1. The NS and C-2 zoning districts have different permitted, accessory, and conditional uses. The C-2 district allows for more intense commercial uses that may include additional traffic, lighting, and noise. The construction limitations are the same, except the lot coverage requirements. The applicants have stated that they would like the property to be zoned C-2 because of the expanded uses, which allows for the motor vehicle repair business, compared to the NS zoning district. The property is close to an important intersection adjacent to Highway 61 and 140th Street (CSAH 8), with high traffic counts. Any use on the property would likely draw people from several areas of the City, other than the surrounding neighborhoods. The area is consistent with what would be desired for uses in the C-2 district to locate. Rezoning the property General Business (C-2) would be in compliance with the land use guide plan. 2. The proposed zoning classification is appropriate for the properties because there are no topographic, environmental, or cultural limitations of the site. 3. There is adequate infrastructure to support the proposed rezoning and development of the properties. Resolution 2018 - Page 2 4. While the properties to the east are developed with town homes, they are separated from these properties by a wooded area. With proper transitions in the site layout the wooded area could help serve as an acceptable transition to a proposed commercial development. There are several situations in the City where properties zoned General Business (C-2) are adjacent to residential uses. Staff has evaluated site layouts and landscaping as a way to buffer commercial uses from the residential uses. The properties can accommodate the expanded uses without having an adverse impact on the surrounding properties. ADOPTED by the City Council this 2nd day of July, 2018. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk The following Legal Description is as shown on the First American Title Insurance Company title commitment number NCS -8971 77-PHX1 , dated March 22, 2018: All that part of the North Half of the Northwest Quarter of Section 29, Township 31, Range 21, described as follows: Beginning at the intersection of the south line of said tract and the east line of State Highway No. 61, as now widened to 1 1 1 feet; thence North 1 1 degrees 51 minutes East, along said Highway line a distance of 501.4 feet to the actual point of beginning of the tract to be described; thence easterly and parallel with the south line of said North Half of the Northwest Quarter a distance of 400 feet; thence northerly at right angles to the last course a distance of 357.26 feet; thence westerly and parallel with the south line of said North Half of the Northwest Quarter a distance of 325.23 feet to its intersection with the east line of State Highway No. 61 as now widened to 1 1 1 feet; thence South 1 1 degrees 51 minutes West along said Highway line a distance of 365.0 feet to the actual point of beginning. (Abstract property) Parcel A: All that part of the North Half of the Northvvet Quarter of Section 29, Township 31, Range 21, described as follows: Cam rnendng at the intersectic.+n of the North line of said Sectlon 29 with the Easterly line of State Trunk Highway No_ b1,. as now widened to 111.00, said point of intersection being 1103.76 feet East from the N-orthwest corner of said Section 29; thence due East along the North line of said Section 29 a distance of 285.0 feet; thence South at a right angle to said North line a distance of 2 79. 89 feet; thence West and parallel with said North. IIne a distance of 58.14 feet to the actual polnt of beginning of the tract to be described; thence continuing on said parallel We a distance of 285.57 feet to its Intersection with the Easterly line of State Trunk Highway No. 61; thence south 11 degrees 53 minutes 19 se€ands West along said Easterly line a distance of 193.61 feet to a point on said Eastwrly line distant 866,4 feet Northerly, as measured along said Easterly litre, from its intersection with the South line of said North Ralf of the Northwest Quarter; thence Easterly and parallel with the South line of sa d North Half of the Northwest Quarter a distance of 325.23 feet; thence N ortherly at right angles to last course a distance of 189.84 feet to the actual pint of beginning, Washington County, State of Minnesota. Panel 8_ That part of the Northwest X of the Northwest N of Section 29, Township 31, Range 21, Washington County, h1Innesot2, described as Follows_ commencing at the intersection of the South line of said tract and the East ri8ht-sof-away State Trunk Highway Na_ 51 as now widened to 711 feet;. thence Northerly along sold highway right-of-way line a distance cif 399.23 feet to the actual point of beginning of the land to be described; thence continuing Northerly along said highway right-of-way line a distance of 102.17 feet; thence East parallel to the South litre of said Northwest X of the. Northwest % a distance of 136.56 feet; thence Easterly on a straight lime and its extension to a point distant 173.36 feet East as measured along said parallel line. from the East right-of-way line of State Trunk Highway No. 61 and 5.45 feet South from said parallel litre for a distance of 2.1.68 Feet; thence South on a line drawn at right angles to the South litre of said Northwest YL of the Northwest X for a distance of 96.74 feet; thence West parallel to the South Line of said Northwest 3+ of the Northwest 36 a distance of 178.93 feet to the actual point of beginning. Parcel C: That part of the Northwest Quarter of the Northwest Quarter, Section 29, Township 31, Mange 21, described as fCllgrs: Commencing at the Intersection of the South line of said tract and the East right of way line of State TTunk Highway No. 61 and naw wldened to 111 Feet, thence Korth 11 degrees 51 rninute4 East along said hi ghway right of wary lime, a distance of 279.1 feet; to the actual point of beginning of the land to be described-, thence continuing North 11 degrees 51 minutes East along said Highway right of way line, a distance .of 222.3 feet; thence East Parallel to the South line of said Northwest Quarter of the Northwest Quarter a distance of 40C feet; thence South at right angles to the last described line a distance of 218 feet; thence West paraliel to the South line of said Northwest Quarter of the Northwest Quarter a distance of 445.65 feet to the actual point of begjnning, EXCEPithat park of the Northwest Quarter of the Northwest Quarter of Section 29, To wnshIp 31, Range 21, described as follows; Commending at the intersection of the South line of said tract and the East right of way of State Trunk Highway loo. 61 as now widened to iii feet; thence Northerly along said highway right o way line a distance of 3991 23 feet to the actual paint of beginning of the land to be described; thence continuing Northerly along said Highway right of way line a distance of 132.17 feet; thence East parallel to the South line of said Northwest Quarter ofthe Northwest Quarter distance of 136.56 feet-, thence Easterly on a straight line and its eyterlsion to a point dimnt 173.36 feet East of State Trust Highway No. 61 and 5.45 feet South fru m said parallel line for a distance of 2168 feet, thence South on a line drawn at right angles 10 the South line of said Northwest Quarter of the Northwest Quarter for a distance of 96.74 feet; thence Vilest parallel to the South line of said Northwest Quarter of the Northwest Quarter a distance aFf 178.93 feet to the actual point of begfnning, Washington County, Minnesota. Parcel a: That part of the South 20 acres lying East of S.T.H. No. 61 of the North One-Hatf of the Northwest Quarter of Section 29o7ownship 31, Range 21, Washington County, UA nnesota, described as follows: Beginning atthe Intersection of the Easterly Right -of -Way line of the new S.T.H. 61 and aline 248 feet South of the North line of said South 24 acres; thence Easterly and parallel to the Horth line of Bald 30 acres, 384.08 feet; thence South at right angles, 140 feet; thence Westerly to a point on said Easterly Right -of -Way line being 108-81 feet Southwesterly of the PoInj of beginning; thence Northerly along said. Rlghl-of-Way line 1E78.81 feet to point of beofnning. Abstract Property RESOLUTION 2018 - APPROVING A SITE PLAN TGK AUTOMOTIVE ON PROPERTY LOCATED AT 13891 FOREST BOULEVARD NORTH WHEREAS, TGK Automotive, has requested approval of a site plan for an approximately 11,270 square foot building and is legally described as follows: See Attached WHEREAS, the Planning Commission has reviewed said site plan 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 site plan for TGK Automotive, under the following conditions: 1. A site plan is approved in accordance with the plans submitted on June 1, 2018, and June 25, 2018, except as amended by this resolution. 2. Prior to the installation of any signs, the applicant shall obtain a sign permit. 3. Any expansions of the building will require review and approval by the Planning Commission and City Council. Prior to the issuance of a building permit: 1. All items on the Engineer's memo and "red -line" detailed engineering comments that have been sent directly to the applicant's engineer dated June 25, 2018, shall be addressed. 1. All items in the MnDOT comment letter shall be addressed. 2. An easement shall be dedicated for right of way for the future expansion of TH 61. Architecture/Building Material 4. The applicant shall provide a material sample in the proposed color for the E.I.F.S proposed for review and approval by staff. 5. The applicant shall provide details for the glass for review and approval by staff. 6. The elevations shall be revised to include a stone sill, or comparable material, between the split -face block and EFIS to provide a transition between the different materials. Resolution 2018 - Page 2 7. The application shall provide details for the awning for review and approval by staff. Landscaping 8. The applicant shall continue to work with staff on revisions to the landscape plan. The applicant shall provide a landscape buffer between the site and the residential use to the east. The final design shall be reviewed and approved by staff. Streets and Access 9. An access easement shall be dedicated across the property for the benefit of adjoining properties to the north and south. The easement language is subject to review and approval of staff. Miscellaneous 10. The grading plan shall be revised to move the grading along the east property line further to the west to ensure the existing trees on the adjacent property to the east will survive. 11. The site shall not be used as a tow lot. 12. The site shall not have vehicles stored on the property, except for overnight parking for client cars to be repaired. 13. The applicant shall continue to work with City staff on the lighting plan and type of lighting fixtures. Prior to issuance of a Certificate of Occupancy: 14. Landscaping shall be fully installed per approved landscape plan. 15. 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. 16. Drainage and utility easements shall be dedicated to the City over the stormwater management facilities. 17. The applicant will be responsible for maintaining stormwater facilities and vegetation proposed as a part of the project. A maintenance agreement between the City and the applicant shall be reviewed and approved by the City then recorded against the property. Resolution 2018 - Page 3 ADOPTED by the City Council this 2nd day of July, 2018. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk The following Legal Description is as shown on the First American Title Insurance Company title commitment number NCS -8971 77-PHX1 , dated March 22, 2018: All that part of the North Half of the Northwest Quarter of Section 29, Township 31, Range 21, described as follows: Beginning at the intersection of the south line of said tract and the east line of State Highway No. 61, as now widened to 1 1 1 feet; thence North 1 1 degrees 51 minutes East, along said Highway line a distance of 501.4 feet to the actual point of beginning of the tract to be described; thence easterly and parallel with the south line of said North Half of the Northwest Quarter a distance of 400 feet; thence northerly at right angles to the last course a distance of 357.26 feet; thence westerly and parallel with the south line of said North Half of the Northwest Quarter a distance of 325.23 feet to its intersection with the east line of State Highway No. 61 as now widened to 1 1 1 feet; thence South 1 1 degrees 51 minutes West along said Highway line a distance of 365.0 feet to the actual point of beginning. (Abstract property) Building a legacy—your legacy. June 25, 2018 Ms. Rachel Juba City Planner City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Final Site Plan Review TGK Automotive WSB Project No. 011574-000 Dear Ms. Juba: 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 We have reviewed the final site plan for TGK Automotive located on the east side of Highway 61 approximately 600 -ft south of 140th Street. In particular, we have reviewed the following plans related to this particular request: • Construction Plans for Site Grading, Sanitary Sewer, Watermain, Storm Sewer, Concrete Curb and Gutter, Bituminous Pavement, Restoration and Miscellaneous Construction for Sullivan Day Construction submitted on June 25, 2018. • Rational Method Storm Sizing Spreadsheet submitted June 25, 2018 • Stormwater Management Plan dated June 1, 2018 • Geotechnical Report prepared by CVT dated May 31, 2018 Based on our review, we offer the following comments regarding the concept plan: Site Grading 1. The applicant will need to apply for an MPCA NPDES permit due to the size of area disturbed. The City will need to receive a copy of this permit in advance of any work taking place. 2. Staff had reviewed the submitted soil borings for the site and noticed that a petroleum odor was observed at two of the locations. This was brought to the development teams attention. The applicant is now performing a Phase 1 Environmental Site Assessment and will be completing laboratory testing on the material to determine the extent of any potential contaminated material, if any. 3. Slight modifications to the grading plan are being made along the eastern property line to protect trees in that area. Equal Opportunity Employer wsbeng.com Ms. Rachel Juba June 2S, 2018 Page 2 Stormwater Management 4. The applicant is proposing to utilize a pretreatment pond and infiltration basin to conform with stormwater management requirements. Treated stormwater is discharged to the conveyance way to the north. 5. Required freeboard from groundwater, 100 -year high water levels, and emergency overflow elevations with respect to the lowest floor elevation are met. 6. City staff is working with the applicant on maintenance agreement requirements for stormwater features that will be their responsibility. Stormwater features will be required to have drainage and utility easements. Transportation/ROW 1. Access Locations: A single access from Highway 61 is proposed with the final site plan. This access will require an access permit MnDOT before construction can begin in MNDOT right-of-way. The applicant is including a TH 61 northbound right turn lane into the site that will require MNDOT approval. 2. Right -of -Waw The site plan includes 39 -ft of right-of-way to be dedicated along the west edge of the site in accordance with the Highway 61 corridor plan. Sanitary Sewer Service 1. Sewer Improvements: Sanitary sewer service is extended from existing infrastructure located on the east side of the property with a 6" service extended into the site. Water Service 1. Watermain Improvements: Water service is available by connecting (wet tap) to the existing watermain located along the east side of Highway 61. We have provided the applicants engineer additional detailed written and redlined plan comments that they are currently working to address. All engineering comments will need to be addressed prior to final approval of plans. Thank you for the opportunity to comment on this site plan. If you have any questions or items you wish to discuss, you can contact me at 651-286-8463. Sincerely, WSB & Associates, Inc. Mark Erichson, PE City Engineer Attachment cc: Steve Duff, Senior Engineering Technician, City of Hugo Scott Anderson, Public Works Director, City of Hugo Josh Pansch Senior Planner Copy sent via E -Mail: Buck Craig, Permits Nancy Jacobson, Design Russell Owen, Met Council Bryce Fossand, Water Resources Ashley Roup, Right of Way Kaare Festvog, Traffic Ryan Coddington, Area Engineer Adam Josephson, Area Manager �1 MDEPARTMENT OF -I TRANSPORTATION June 26, 2018 Rachel Juba City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 SUBJECT: TGK Automotive Shop MnDOT Review #S 18-026A East of US 61 and North of 138th St N Hugo, Washington County Control Section 8206 Dear Rachel Juba, Metropolitan District 1500 County Road B2 West Roseville, MN 55113 The Minnesota Department of Transportation (MnDOT) has reviewed the plans for the proposed TGK Automotive Shop and has the following comments: Drainage Statement: Water Resources has been in conversations with the developer and the drainage permit has been approved. For questions concerning this comment please contact Alan Rindels at 651-234-7546 or alan.rindelskstate.mn.us. Permits: All required permits have been received and approved. Please direct any questions regarding permit requirements to Buck Craig (651-234-7911) of MnDOT's Metro Permits Section. Review Submittal Options: MnDOT's goal is to complete the review of plans within 30 days. Submittals sent in electronically can usually be turned around faster. There are four submittal options. Please submit either: 1. An electronic .pdf version of the plans. MnDOT can accept the plans via e-mail at metrodevreviews.dotkstate.mn.us provided that each separate e-mail is less than 20 megabytes. 2. A compact disc with the plans in .pdf format. The disc can be sent to: MnDOT — Metro District Planning Section Development Reviews Coordinator 1500 West County Road B-2 Roseville, MN 55113 3. A .pdf version of the plans sent to MnDOT's external shared workspace site located at: https://mft.dot.state.mn.us. Please contact MnDOT development review staff gain access to the shared workspace site. Also, please send a note to metrodevreviews.dotgstate.mn.us indicating the file name and stating that the plans have been submitted on the shared workspace site. 4. If you are unable to send the plans electronically, please submit a set of full size plans to the above address. An equal opportunity employer If you have any questions concerning this review, please contact me at (651) 234-7788. Sincerely, Jennifer Wiltgen Principal Planner Copy sent via E -Mail: Buck Craig, Permits Nancy Jacobson, Design Russell Owen, Met Council Bryce Fossand, Water Resources Ashley Roup, Right of Way Kaare Festvog, Traffic Ryan Coddington, Area Engineer Adam Josephson, Area Manager 11C --MA ARCHITECTS I DESIGNERS I ENGINEERS May 7, 2018 Rachel Juba Planner - City of Hugo 14669 Fitzgerald Ave. N Hugo, MN 55038 RE: TGK Automotive Specialists — New Building @ 13891 Forest Blvd North Site Plan Review and Zoning Amendment Application Dear Rachel, KOMA is pleased to submit this application on behalf of TGK Automotive Specialists for the construction of their new facility in Hugo, MN. TGK owns several auto repair shops throughout the Twin Cities (including one in Hugo). They employ ASE Certified technicians who've been providing top-notch services to the community for over 21 years. Their commitment to automotive excellence is supported using state of the art tools and equipment which complement their skills and experience. The proposed building is approximately 11,270 square feet and will include some office space at the front near the customer area as well as an auto repair shop. The building is located on a previously developed site on the east side of US Highway 61. No buildings remain from the former development. The eastern portion of the building consists of the repair shop and has varying building heights ranging from 30'-6" to 24'-6). Architectural precast concrete panels are proposed which provide a durable interior and exterior finish as well as an energy efficient, structurally sound building shell. Natural daylighting is planned with high bay windows spaced evenly within the wall panels. There are two main overhead doors for vehicle traffic (one at the north and one at the east). The shop will have heating and air conditioning therefore the need to have these doors open all the time goes away. A separate truck repair bay has its' own overhead door, also on the north side. The western portion of the building consists of the customer entry and check-in area. There are also offices and conference space as well as other business support spaces. The front entry has great visibility towards Highway 61 as well as an abundance of natural light. A combination of glass, EIFS, and stone with complementary colors to the architectural precast provide an inviting experience to TGK's customers. Currently the land is zoned as NS (Neighborhood Services) which does not allow a motor vehicle repair business. After conversations with the city of Hugo Planning Department, we are requesting a change to the zoning of this parcel to C-2 (General Business) to allow this type of use. The parcels directly to the north and south are zoned NS and the owners have interest in re -zoning to C-2 as well (although not a part of this submittal). The parcels directly across from Highway 61 are zoned I-3 General Industrial. The parcel to the east of ours is zoned R-4 Low Density Multiple Family Residential. We look forward to working together with the city to make this a successful project for TGK Automotive Specialists and the community of Hugo! Sincerely, Sphe�n T. Iaria, AIA KOMA 6115 CAHILL AVENUE I INVER GROVE HEIGHTS, MN 55076 1 KOMAINC.COM Received by City of Hugo 06/01/2018 13891 FOREST BOULEVARD NORTH HUGO, MN 55038 SITE PLAN REVIEW AND ZONING AMENDMENT APPLICATION SHEET SCHEDULE Al COVER SHEET A2 ARCHITECTURAL SITE PLAN A3 FLOOR PLANS A4 EXTERIOR ELEVATIONS - PRESENTATION A4.1 PROPERTY LINE PERSPECTIVES A5 ROOF PLAN Cl CIVIL TITLE SHEET C2 CONSTRUCTION NOTES, PROJECT LEGEND AND DETAILS C3 DETAILS C4 DETAILS C5 DETAILS C6 EXISTING TOPOGRAPHY AND REMOVALS PLAN C7 GRADING, DRAINAGE AND EROSION CONTROL PLAN C8 UTILITY PLAN C9 RESTORATION AND PAVING PLAN C10 HIGHWAY 61 TURN LANE CONSTRUCTION PLAN C11 HIGHWAY 61 TURN LANE CROSS SECTIONS C12 HIGHWAY 61 TURN LANE TRAFFIC CONTROL PLAN LP1 LANDSCAPE PLAN LP2 LANDSCAPE PLAN LP3 LANDSCAPE PLAN PAGE M SITE PHOTOMETRIC PLAN SURVEY ICERTIFICATE OF SURVEY SULLIVAN I DAY C O N S T R U C TI O N lk -01 MA ARCHITECTS I DESIGNERS I ENGINEERS 6115 CAHILL AVE, INVER GROVE HEIGHTS, MN 55076 P. 651.451.4605 KOMAINC.COM THE DESIGNS AND PLANS INDICATED ON THIS DRAWING ARE THE PROPERTY OF KRECH, O'BRIEN, MUELLER & ASSOCIATES, INC. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT THE WRITTEN PERMISSION OF KRECH, O'BRIEN, MUELLER & ASSOCIATES, INC. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. ri�►1. IT Stephen T. farid.,r` DATE: 06/01/2018 REG. NO.: 46705 REVISIONS: SITE PLAN REVIEW AND ZONING AMENDMENT APPLICATION Al H J a �- F�I � O �V W a �� W W> > w H J H O 0 m � tie O cn W �C27 Z) 07 > a O ��S ��_ V PROJECT: 18014 DRAWN BY: SJB CHECKED BY: STI DATE: 06/01/2018 REVISIONS: SITE PLAN REVIEW AND ZONING AMENDMENT APPLICATION Al lkftftft U ci W I d W U co ' O 0 PROJECT BM TNH=933.48 ARCHITECTURAL SITE PLAN (UPDATE 0 VN l 1' 1 I 1 I 1 11 I UND 1/2" IRON 'E AT PARCEL RNER QIP 0 0 u PROPERTY LIN rl---------------- - - - - - - I I PARKING 11 I SETBACK 11 I II I - - LINE PARALLEL WITH THE SOUTH LINE OF THE N 1/2 OF THE NW 1/4 OF SECTION 29, T31, R21 5 FUTURE (PROOF !Y 5 OF PARKING) j MAIN BUILDING ENTRANCE (I I MONUMENT SIGN (6'W X 6'H) I I I ON 8'W BASE, TOTAL HEIGHT NOT TO EXCEED 10' I I I I 'I I I I I FUTURE DRIVEWAY I I 24' _ on I �l I I I I I I �I I I 11 I II 1 I I 1 I 1 I — — — T — — — — — — — — — — UTILITY POLE (NO WIRES) 5 C u - a --———————————————— ——- PARKING CALCULATIONS 4 1 SPACE PER 250 GROSS SF mi (CURRENT) REQUIRED: 45 W (CURRENT) PROVIDED: 46 N (PROPOSED) REQUIRED: 57 co 0 (PROPOSED) DEMO'D: 9 J z (PROPOSED) PROVIDED: 57 0 tie V O 0 z Qf Lu PROPOSED ADDITION d 2,937SF V z W W J o W W W — — — — — — — — — — — — — — — — — — — — — — Q � J Q X Ui X -C I 1 24'- 0" RF 4 FUTURE (PROOF OF PARKING) OVERHEAD DOOR ENTRY/EXIT ,d p d - — — — _ — — d - ' I 14 2 FUTURE (PROOF, Q J OF PARKING) } Lu Q z — 9 FUTURE (PROOF o l OF PARKING) V W cI �I °I °I PARKING SETBACK — — — — — — — — — — — — — — — — — — — — L — — — — — — — — — PROPERTY LINE — — — — — UTILIT) 400.00 I... I ITII IT\/ =AC`CNACAIT I7=7) 1'lnh AIl1 07A')n'J w z J W CL O 0' z Q a - w a - z W 0 cyD o 2 C\ C 2 LL NORTH (z SULLIVAN I DAY C O N S T R U C T I O N I,( MA ARCHITECTS I DESIGNERS I ENGINEERS 6115 CAHILL AVE, INVER GROVE HEIGHTS, MN 55076 P. 651.451.4605 KOMAINC.COM THE DESIGNS AND PLANS INDICATED ON THIS DRAWING ARE THE PROPERTY OF KRECH, O'BRIEN, MUELLER & ASSOCIATES, INC. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT THE WRITTEN PERMISSION OF KRECH, O'BRIEN, MUELLER & ASSOCIATES, INC. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. t,,;Iki�� [ �rWy�.l7 ti~�7r+4tw Stephen T.'Iari&;# DATE: 06/01/2018 REG. NO.: 46705 Z 4 mi a W J J= tie V O W z Vl a V uj >w W H J o Oma Lu u') Va =Oz LL �O Q H (y) _ PROJECT: 18014 DRAWN BY. ALS CHECKED BY. STI DATE: 06/01/2018 REVISIONS: SITE PLAN REVIEW AND ZONING AMENDMENT APPLICATION SULLIVAN DQ C O N S T R U C T I O N INTERIOR LAYOUT FOR REFERENCE ONLY 6115 CAHILL AVE, INVER GROVE HEIGHTS, MN 55076 P. 651.451.4605 KOMAINC.COM THE DESIGNS AND PLANS INDICATED ON THIS DRAWING ARE THE PROPERTY OF KRECH, O'BRIEN, MUELLER & ASSOCIATES, INC. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT THE WRITTEN PERMISSION OF KRECH, O'BRIEN, MUELLER & ASSOCIATES, INC. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND ^� THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF 3 4 1 2 3 4 C THE STATE OF MINNESOTA. 4' - 0" 25' - 2" 20' - 0" 89' - 0" 22' - 0" Stephen T. sari, - 6' - 0" 10' - 0" 6'- 0" DATE: 06/01./2018 REG. NO.: 46705 `� A4 I I I I I I I I I IV J En 0 N 0 O W M ' 00 M L 1 [3'-0 5'-0" LT -0'l, 13'-0" 2' - 611'�� 20' - 0" 3 4 FLOOR PLAN - MEZZANINE 1/8" = 1'-0" A4 4 0 M M 0 d - N D7 � 00 VIESTIBUILE O 0 O M FLOOR PLAN 1/8" = 1'-0" N Ln Ln TRUCK BAY 20' - 0" 00 NR N�xffl\ OFFICE MEDIUM OFFICE: _ SMALL CONFERENCE ROOM o - wN, \ CLIENT M RECEPTION AREA00 M M OFFICE - 77 LARGE OFFICE - u__00 - Mir— M, 50 RESTROOM - - OFFICE i PRINT/ MAIL/ ' i° STORAGE �. 0 M M 40' - 4" 1' - 4" 3'-4" 10'-0" CLIENT OFFICE 1O WAITING AREA MEDIUM N N 25' - 2" RESTROOM 0 L� CMU UTILITY ROOM/ STORAGE 1 0 9., 1 : 1 1 1 ® O 51'-0" I I EXTRA REGULAR HOIST (OR STORAGES I = I I \\\M\ 34' - 0" REPAIR SHOP { � r Ir, 10'-0" 89' - 0" 34' - 0" cz O ' O B H RECYCLE ^ 00 0 O U � 0 -15' - 4" CMU C 0 N TIRE ao FORAGE o 20' - 0" CMU o 3 A4 N 0 bN Ln 0 CD M N D 00 C 0 O M NORTH DRAWN BY: ALS CHECKED BY: STI DATE: 06/01/2018 REVISIONS: SITE PLAN REVIEW AND ZONING AMENDMENT APPLICATION H H J Q � V W O z Z cin m, a Wa J > �J w a ~o oma tie e1% U7 Ln O ��7 y O QT__1 J ��S `� LLr M 2 PROJECT: 18014 DRAWN BY: ALS CHECKED BY: STI DATE: 06/01/2018 REVISIONS: SITE PLAN REVIEW AND ZONING AMENDMENT APPLICATION LE #s-1 EIFS - "DEMANDIT SMOOTH" KALWALL SEMI-TRANSLUSCENT PANELS Lst1l MANUFACTURED STONE cMu1 SPLITFACE CMU & SILL Lk1l PRECAST WALL PANELS - SMOOTH FINISH & CORDUROY RAKE FINISH NORTH EXTERIOR ELEVATION - PRESENTATION 1/8" = V-0" BUILT UP I CORNICE � BRONZE M COPING OPEN CANT PEN CANOPY ARCHITECTURAL GRADE OPEN BLADE CANOPY SOUTH EXTERIOR ELEVATION - PRESENTATION ALUMINUM WINDOWS (2) 1/811 = 11-011 nl ITI T I In f n\/\/TT l` nnl/ Tl- i -Ill nn�nl�r EAST EXTERIOR ELEVATION - PRESENTATION 1/811 = 11_011 11KALWALL" GLAZING PANELS SULLIVAN I DAY C O N S T R U C T I O N I,( lAA ARCHITECTS I DESIGNERS I ENGINEERS 6115 CAHILL AVE, INVER GROVE HEIGHTS, MN 55076 P. 651.451.4605 KOMAINC.COM THE DESIGNS AND PLANS INDICATED ON THIS DRAWING ARE THE PROPERTY OF KRECH, O'BRIEN, MUELLER & ASSOCIATES, INC. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT THE WRITTEN PERMISSION OF KRECH, O'BRIEN, MUELLER & ASSOCIATES, INC. DATE: 06/01/2018 REG. NO.: 1 (A Z Q ~ > Z J a� W O vo W z o W �a tiew W Lu O H H H � O �■■� Z �~ � W O � WV1 > o �— W a LL x tie�O W a uI- M = PROJECT: 18014 DRAWN BY: SJB CHECKED BY: ALS DATE: 06/01/2018 REVISIONS: SITE PLAN REVIEW AND ZONING AMENDMENT APPLICATION A4 SULLIVAN DAY C O N S T R U C T I O N ARCHITECTS I DESIGNERS I ENGINEERS 6115 CAHILL AVE, INVER GROVE HEIGHTS, MN 55076 P. 651.451.4605 KOMAINC.COM THE DESIGNS AND PLANS INDICATED ON THIS DRAWING ARE THE PROPERTY OF KRECH, O'BRIEN, MUELLER & ASSOCIATES, INC. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT THE WRITTEN PERMISSION OF KRECH, O'BRIEN, MUELLER & ASSOCIATES, INC. t!;kj _ I^1+ l�fE1 f � ■_ 1��i�� DATE: 06/01/2018 REG. NO.: IN n IN n •'--'='n- n 11 A A� A A ON ti WEST PROPERTY LINE PERSPECTIVE SOUTH PROPERTY LINE PERSPECTIVE W 1 NOT TO SCALE2 NOT TO SCALE > V W a oc W INNNONa W a� Z uo W z CION LA C) W j i w H � ' ~ O OC o m - + W oo o� � � O aLL 00 M rINNNON�_ -JjPROJECT: 18014 - - DRAWN BY: SJB CHECKED BY: ALS - DATE: 06/01/2018 REVISIONS: SITE PLAN REVIEW AND ZONING AMENDMENT APPLICATION j EAST PROPERTY LINE PERSPECTIVE NORTH PROPERTY LINE PERSPECTIVE NOT TO SCALE 4 NOT TO SCALE ■ SULLIVAN DAY C O N S T R U C T I O N I ("ON 14 A ARCHITECTS I DESIGNERS I ENGINEERS 6115 CAHILL AVE, INVER GROVE HEIGHTS, MN 55076 P. 651.451.4605 KOMAINC.COM THE DESIGNS AND PLANS INDICATED ON THIS DRAWING ARE THE PROPERTY OF KRECH, O'BRIEN, MUELLER & ASSOCIATES, INC. ALL RIGHTS ARE RESERVED. NO DESIGNS OR PLANS SHALL BE USED OR REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT THE WRITTEN PERMISSION OF KRECH, O'BRIEN, MUELLER & ASSOCIATES, INC. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF 13 4 S THE STATE OF MINNESOTA. ( N%!WV%AA I' q; AA \� Stephen T.'Iari� DATE: 06/01/2018 REG. NO.: 46705 SINGLE PLY ROOF SLOPE 1/4" PER FOOT - SCUPPER AND DOWNSPOUT SCUPPER AND DOWNSPOUT SCUPPER AND DOWNSPOUT STANDING SEAM METAL ROOF SLOPE 1/4" PER FOOT I I ROOF HATCH APPROX LOCATION 6TON H J = W z 15TON a C) 0 0Z W Q 0 0 ' > — — — — - — — — oc — - o� Lu Q J SINGLE c a a ~ PLY ROOF J J mO O00 SLOPE 1/4" w w LLJ M PER FOOT -iw -i U-1 zo zo am~ O u) U-) ILn an U-) W Ln =O O u - Z) , O 0)O ro MUA PROJECT: 18014 DRAWN BY: ALS CHECKED BY: STI DATE: 06/01/2018 I I (GD - REVISIONS: SCUPPER AND DOWNSPOUT I I I I I SITE PLAN REVIEW AND ZONING AMENDMENT APPLICATION I I I I I ROOF PLAN 1 1/811 _ 11-011 0 Ln N i CD z w W Z �- z �w 0,,, - Ln B Lno LO co N o N W _Q >�CL TGK AUTOMOTIVE CONSTRUCTION PLANS FOR SITE GRADING, SANITARY SEWER, WATERMAIN, STORM SEWER, CONCRETE CURB AND GUTTER, BITUMINOUS PAVEMENT, RESTORATION AND MISCELLANEOUS CONSTRUCTION FOR SULLIVAN DAY CONSTRUCTION IN THE CITY OF HUGO ,i]Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." BENCHMARK: 1. TOP NUT OF HYDRANT LOCATED 29' WEST OF THE SOUTHWEST PROPERTY CORNER. ELEVATION =933.48 (NAVD 88) %.rl I I VI I IVVV, WASHINGTON COUNTY, MINNESOTA 500 0 500 1000 SCALE IN FEET GOVERNING SPECIFICATIONS THE 2016 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" SHALL GOVERN. THE 2013 EDITION OF THE CITY ENGINEER'S ASSOCIATION OF MINNESOTA (CEAM) "STANDARD SPECIFICATIONS" SHALL GOVERN FOR SANITARY SEWER AND WATERMAIN WORK. ALL FEDERAL, STATE AND LOCAL LAWS, REGULATIONS, AND ORDINANCES SHALL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, INCLUDING THE LATEST FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. C1 C2 C3—05 C6 C7 C8 C9 C10 C11 C12 SHEET INDEX THIS PLAN CONTAINS 12 SHEETS DESCRIPTION TITLE SHEET CONSTRUCTION NOTES, PROJECT LEGEND AND DETAILS DETAILS EXISTING TOPOGRAPHY AND REMOVALS PLAN GRADING, DRAINAGE AND EROSION CONTROL PLAN UTILITY PLAN RESTORATION AND PAVING PLAN HIGHWAY 61 TURN LANE CONSTRUCTION PLAN HIGHWAY 61 TURN LANE CROSS SECTIONS HIGHWAY 61 TURN LANE TRAFFIC CONTROL PLAN I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 43362 DATE 5/7/18 TIMOTHY A. EGGI�RI HAKANSON ANDERS DESIGN ENGINEER P. E. DATE REVISION 6/11/18 1 PLAN REVISIONS PER CITY REVIEW LIC. NO. SHEET C1 OF C12 SHEETS 4251.01 1471rh 5t" 5rrF way 61, A Z Lower 117th sc city G( fffrqur 161JV rm Z Z Upper 14641n St N 14711h 5t hd +r aE a Cn L. L 14. 146th 5t N DGHTrrrn's Pizza t�Sth 5r hiJ 1-sSth St iN 1"kh St N r� Rd PV 1 tJlJear []{ 1�'rtiti Sir Z LID dr 14ist S.# CL N w v,Akwa°�t N 4 140th St N 1401h St N i�frJgo Er�,rJmer7r �: Z -P Company, L PROJECT LOCATION qjIr tatC �'P ol 37ul st $k r Ct ,i]Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." BENCHMARK: 1. TOP NUT OF HYDRANT LOCATED 29' WEST OF THE SOUTHWEST PROPERTY CORNER. ELEVATION =933.48 (NAVD 88) %.rl I I VI I IVVV, WASHINGTON COUNTY, MINNESOTA 500 0 500 1000 SCALE IN FEET GOVERNING SPECIFICATIONS THE 2016 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" SHALL GOVERN. THE 2013 EDITION OF THE CITY ENGINEER'S ASSOCIATION OF MINNESOTA (CEAM) "STANDARD SPECIFICATIONS" SHALL GOVERN FOR SANITARY SEWER AND WATERMAIN WORK. ALL FEDERAL, STATE AND LOCAL LAWS, REGULATIONS, AND ORDINANCES SHALL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, INCLUDING THE LATEST FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. C1 C2 C3—05 C6 C7 C8 C9 C10 C11 C12 SHEET INDEX THIS PLAN CONTAINS 12 SHEETS DESCRIPTION TITLE SHEET CONSTRUCTION NOTES, PROJECT LEGEND AND DETAILS DETAILS EXISTING TOPOGRAPHY AND REMOVALS PLAN GRADING, DRAINAGE AND EROSION CONTROL PLAN UTILITY PLAN RESTORATION AND PAVING PLAN HIGHWAY 61 TURN LANE CONSTRUCTION PLAN HIGHWAY 61 TURN LANE CROSS SECTIONS HIGHWAY 61 TURN LANE TRAFFIC CONTROL PLAN I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 43362 DATE 5/7/18 TIMOTHY A. EGGI�RI HAKANSON ANDERS DESIGN ENGINEER P. E. DATE REVISION 6/11/18 1 PLAN REVISIONS PER CITY REVIEW LIC. NO. SHEET C1 OF C12 SHEETS 4251.01 O Ln N i CD z ry III w E C) CD CO z Ln w N O n D .. GENERAL CONSTRUCTION AND SOILS NOTES: 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2016 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION". 2. UNLESS OTHERWISE RECOMMENDED IN THESE PLANS, THE GRADING SUBGRADE SHALL BE CONSTRUCTED OF SUITABLE GRADING MATERIAL. THE FILL SHALL BE PLACED IN 8" TO 10" LOOSE LIFTS, AND COMPACTED TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. 3. CONTRACTOR SHALL REVIEW THE GEOTECHNICAL EVALUATION REPORT FOR ADDITIONAL SITE PREPARATION REQUIREMENTS. 4. PROVIDE A SAW CUT WHEN PLACING NEW PAVEMENT ADJACENT TO INPLACE PAVEMENT AND AT TERMINI OF CONSTRUCTION TO ENSURE A UNIFORM JOINT. 5. BITUMINOUS AND CONCRETE ITEMS DISTURBED BY CONSTRUCTION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF IN ACCORDANCE WITH MN/DOT SPEC. 2104. 6. USE TACK COAT BETWEEN ALL BITUMINOUS MIXTURES. THE BITUMINOUS TACK COAT MATERIAL SHALL BE APPLIED AT A UNIFORM RATE OF 0.05 GAL/SY TO 0.07 GAL/SY BETWEEN BITUMINOUS LAYERS. THE APPLICATION RATES ARE FOR UNDILUTED EMULSIONS. 7. PERFORMANCE GRADED (PG) ASPHALT BINDER PG 58S-28, SPEC. 3151, SHALL BE USED FOR ALL BITUMINOUS MIXES ON THIS PROJECT. 8. THE BITUMINOUS MIXTURES SHALL MEET THE REQUIREMENTS OF SPECIFICATIONS 2360 AND 3139. 9. ALL DISTURBED AREAS SHALL BE RESTORED WITH A MINIMUM OF 3" OF TOPSOIL. SEE RESTORATION AND PAVING PLAN FOR ADDITIONAL INFORMATION. GENERAL EROSION CONTROL NOTES: 1. EROSION CONTROL SHALL CONFORM TO THE MN/DOT EROSION CONTROL HANDBOOK. 2. PRIOR TO ANY CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL ACQUIRE THE NECESSARY MPCA NPDES STORMWATER PERMIT. 3. THE CONTRACTOR SHALL INSTALL EROSION AND SEDIMENT CONTROL FACILITIES (BMP'S) PRIOR TO GRADING AND REMOVAL ACTIVITIES. BMP'S SHALL BE MAINTAINED FOR THE DURATION OF CONSTRUCTION ACTIVITIES AND POTENTIAL FOR EROSION HAS PASSED. 4. THE CONTRACTOR SHALL SCHEDULE HIS OPERATION TO MINIMIZE THE AMOUNT OF DISTURBED AREA AT ANY GIVEN TIME. 5. BMP'S SHALL BE INSPECTED DAILY BY THE CONTRACTOR. OBSERVATIONS SHALL BE RECORDED IN THE INSPECTION LOG. 6. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF WITHIN THIRTY (30) DAYS AFTER FINAL SITE STABILIZATION. 7. THE CONTRACTOR SHALL FILE A NOTICE OF TERMINATION WITH THE MPCA AFTER FINAL STABILIZATION HAS BEEN APPROVED. REFERENCE NOTES: 1� PAVEMENT SECTION SHALL BE VERIFIED BY A GEOTECHNICAL ENGINEER. 02 THE EXISTING TRAVEL LANE IS EXPECTED TO BE APPROXIMATELY 10" OF BITUMINOUS PAVEMENT OVER 9" OF CONCRETE PAVEMENT OVER AGGREGATE BASE. �3 THE EXISTING SHOULDER CONSISTS OF AN UNKNOWN DEPTH OF BITUMINOUS PAVEMENT OVER AGGREGATE BASE. LEGEND 9XX -.a—DETAIL NUMBER )-'qw—SHEET NUMBER CE 12' 2" TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA240B) BITUMINOUS MATERIAL FOR TACK COAT 2" TYPE SP 12.5 NON WEARING COURSE MIXTURE (SPNWB230B) 6" CLASS 5 AGGREGATE BASE PLACED ON APPROVED SUBGRADE BITUMINOUS PAVEMENT SECTION O EXISTING TRAVEL LANE (2 SAWCUT NO SCALE 12' 10 PROPOSED TURN LANE 10'-11' go EXISTING SHOULDER �3 0.025'/, .c,low - INSERT C TYPICAL SECTION -RIGHT TURN LANE INSERT C ATE REVISION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State=M*ta.EDRAWN Ir Ij/TAE EXISTING RIGHT-OF-WAY LINE - - - - PROPOSED RIGHT-OF-WAY LINE BY: PROPERTY LINE W Date 5/7/18 Lic. No. 43362 APPROXIMATE WETLAND LINE BITUMINOUS MATERIAL FOR EASEMENT LINE - - - - 931- 2" TYPE SP EXISTING CONTOUR 931 (SPWEB330C) PROPOSED CONTOUR G BURIED GAS MAIN T -BUR BURIED TELEPHONE LINE P -OH OVERHEAD UTILITY LINE > EXISTING SANITARY SEWER EXISTING WATERMAIN >> EXISTING STORM SEWER DD UTILITY PEDESTALS jL� POWER POLE GUY WIRE ® UTILITY PEDESTAL TELEPHONE MANHOLE EXISTING SANITARY MANHOLE a EXISTING APRON -u SIGN EXISTING HYDRANT Da EXISTING WATERMAIN VALVE DECIDUOUS AND CONIFEROUS TREES (8„ DIA. AND GREATER) EDGE OF BRUSH > PROPOSED SANITARY SEWER I PROPOSED WATERMAIN >> PROPOSED STORM SEWER M PROPOSED WATERMAIN VALVE 99 PROPOSED CATCH BASIN ® PROPOSED POND OUTLET STRUCTURE d PROPOSED APRON PROPOSED HYDRANT PROPOSED CURB AND GUTTER SOIL BORING LOCATION B -X 9XX -.a—DETAIL NUMBER )-'qw—SHEET NUMBER CE 12' 2" TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA240B) BITUMINOUS MATERIAL FOR TACK COAT 2" TYPE SP 12.5 NON WEARING COURSE MIXTURE (SPNWB230B) 6" CLASS 5 AGGREGATE BASE PLACED ON APPROVED SUBGRADE BITUMINOUS PAVEMENT SECTION O EXISTING TRAVEL LANE (2 SAWCUT NO SCALE 12' 10 PROPOSED TURN LANE 10'-11' go EXISTING SHOULDER �3 0.025'/, .c,low - INSERT C TYPICAL SECTION -RIGHT TURN LANE INSERT C ATE REVISION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State=M*ta.EDRAWN Ir Ij/TAE DESIGNED BY: TAE (SPWEB330C) 1/18 PLAN REVISIONS PER CITY REVIEW 13/18 PLAN REVISIONS PER MN DOT REVIEW BY: 2" TYPE SP 12.5 WEARING Date 5/7/18 Lic. No. 43362 CHECKED BY: CJJ BITUMINOUS MATERIAL FOR 1.5' H SHOULDER L 6" �I (D I a\ 6.00% 8" 11 I INTAKE B612 CONCRETE CURB AND GUTTER PER MN/DOT STANDARD PLATE 7100 1 7 B612 CONCRETE CURB AND GUTTER PER MN/DOT STANDARD PLATE 7100 TIPOUT 2 CONCRETE CURB DETAILS C2 NO SCALE PROPOSED EDGE STRIPING 6" MAX. 3" I 3 ff 3 f, MATCH EXISTING SLOPE (1:4 MAX.) MIN. 3" F TOPSOIL APPROVED � \ SUBGRADE EXISTING � GROUND SUITABLE GRADING MATERIAL APPROVED \ SUBGRADE EXISTING � GROUND SUITABLE GRADING MATERIAL 2" TYPE SP 12.5 WEARING COURSE MIXTURE (SPWEB330C) BITUMINOUS MATERIAL FOR TACK COAT 2" TYPE SP 12.5 WEARING COURSE MIXTURE (SPWEB330C) BITUMINOUS MATERIAL FOR TACK COAT 2" TYPE SP 12.5 WEARING COURSE MIXTURE (SPWEB330C) 18" CLASS 5 AGGREGATE BASE PLACED ON PREPARED SUBGRADE HIGHWAY 61 TURN LANE DETAIL NO SCALE Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson-anderson.com TGK AUTOMOTIVE CONSTRUCTION NOTES, PROJECT LEGEND AND DETAILS CITY OF HUGO, MINNESOTA SHEET C2 I OF C12 SHEETS 4251.01 100—YR HWL 'I CONTRACTOR SHALL REMOVE ANY ORGANIC SOIL IN INFILTRATION AREA AND REPLACE WITH SIMILAR NATIVE SANDS WITH UNITED SOIL CLASSIFICATION OF SP, SM OR SP—SM. COMPACTION SHALL BE MINIMIZED TO THE MAXIMUM EXTENT PRACTICAL. �6� PLAN TEE BOTTOM OF BASIN TOP OF EXISTING SOILS 3" TOPSOIL PER MN/DOT SPEC. 3877.2.G INFILTRATION BASIN DETAIL O 2003 MIN 3D NO SCALE UNDISTURBED SOIL 1 \ V 1 VL THAN 6" SECTION TEE u D/2 V 1\ V I J I V I\ V L V J V I L PLAN 450 OR 22.50 BEND NO SCALE THAN �6"V SECTION 450 OR 22.50 BEND WATERMAIN THRUST BLOCKING DETAIL NO SCALE REFERENCE NOTES: 10 CONTRACTOR SHALL PROTECT THE INFILTRATION BASIN WITH 48" HIGH ORANGE SAFETY FENCE PRIOR TO THE START OF CONSTRUCTION. 02 CONSTRUCTION EQUIPMENT SHALL BE MINIMIZED OVER THE FOOTPRINT OF THE BASIN. ONLY LOW PRESSURE, WIDE TRACKED EQUIPMENT SHALL BE USED FOR CONSTRUCTION. �3 SEE SHEET C9 FOR RESTORATION REQUIREMENTS. ® ALL PIPE BENDS AND FITTINGS REQUIRE THRUST BLOCKING AND SERIES 1100 MEGALUG MECHANICAL JOINT RESTRAINTS AS MANUFACTURED BY EBBA IRON, INC. OR APPROVED EQUAL. MIN 3D OVERFLOW ELEVATION HWL=930.14 ELEV=929.00 ELEV=928.40 HAALA PS48-58SWH GRATE OR APPROVED EQUAL ELEV=931.00 HWL=930.14 48" Z" DIA. 1RIFICE SECTION A—A 48" MIN A ELEV= INV= 929.00 929.00 INV= oz -928.40 INTEGRAL BASE LLLI (INC. RC APRON) 15" RCP ® —5.23% APRON INV=927.25 Fj CONCRETE WEIR PRECAST MANHOLE SECTIONS PER MN/DOT STANDARD PLATE 4020 L15LF (INC. RC APRON) 15" RCP @ 0.33% 6" CONCRETE APRON INV=928.95 WEIR POND OUTLET STRUCTURE NO SCALE OUTLET NOZZLES & THREADS: TWO 2-112" HOSE CONNECTION AND ONE 4-112" PUMPER CONNECTION. (NATIONAL STANDARD THREADS) 5' CAPS TO BE CHAINED (PENTAGON NUT ON CAPS) VALVE BOX AS SPECIFIED STREET WATERMAIN am x am x lam PRECAST CONCRETE BASE AS SPECIFIED "HYDRAFINDER" (CANDYGANE) FIRE HYDRANT LOCATOR WATEROUS WB -67 AS SPECIFIED BURY 8.9 GEOTE)CTILE FABRIC MnDOT 3733 TYPE 3 1' WASHED COARSE GRAVEL OR CRUSHED ROCK TO 6' ABOVE WASTE OPENING MIN. 113 CY BRACING AS REQUIRED PRECAST CONCRETE BLOCK 2' DIAMETER BY 3' DEEP PIT UNDER HYDRANT FILLED WITH GRAVEL FOR ALL INSTALLATIONS. NOTES: 1. HYDRANT COATINGS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AFTER THE BASE COURSE OF BITUMINOUS IS INSTALLED. PRIME AND PAINT HYDRANTS PER AWWA AND MANUFACTURER'S STANDARDS. 2. ALL HYDRANT LEADS SHALL BE TIED W17H 31C TIE RODS. TIE ROD SHALL EXTEND FROM TEE TO VALVE AND VALVE TO HYDRANT. MEGA LUGS MAY BE USED IN LIEU OF TIED RODS. 3. HYDRANTS SHALL HAVE A 1W BREAK OFF TRAFFIC FLANGE A. ALL RODS AND RETAINERS TO BE COATED WITH BITUMASTIC. 6. RED OR YELLOW *OUT OF ORDER" TAD TO BE INSTALLED ON THE PUMPER CONNECTIONS AFTER BACKFILL 6. THE INITIAL & FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. Special Details ,,�► cIT-r �F TYPICAL HYDRANT OS": 04-01-15 INSTALLATION HU—W-1 EST. 1906 01-20-17 DATE REVISION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I a duly Licensed Professional Engineer under the laws of the State of Mi ta. DESIGNED BY: TAEG3 Hakanson Andersonam Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com TGK AUTOMOTIVE DETAILS CITY OF HUGO, MINNESOTA SHEET OF C 12 SHEETS A D DRAWN BY: TAE TIMOTHY A. MIUM5 Date 5/7/18 Lic. No. 43362 cNEcICID BY: CJJ /\ L19-6„ MIN 3D NO SCALE UNDISTURBED SOIL 1 \ V 1 VL THAN 6" SECTION TEE u D/2 V 1\ V I J I V I\ V L V J V I L PLAN 450 OR 22.50 BEND NO SCALE THAN �6"V SECTION 450 OR 22.50 BEND WATERMAIN THRUST BLOCKING DETAIL NO SCALE REFERENCE NOTES: 10 CONTRACTOR SHALL PROTECT THE INFILTRATION BASIN WITH 48" HIGH ORANGE SAFETY FENCE PRIOR TO THE START OF CONSTRUCTION. 02 CONSTRUCTION EQUIPMENT SHALL BE MINIMIZED OVER THE FOOTPRINT OF THE BASIN. ONLY LOW PRESSURE, WIDE TRACKED EQUIPMENT SHALL BE USED FOR CONSTRUCTION. �3 SEE SHEET C9 FOR RESTORATION REQUIREMENTS. ® ALL PIPE BENDS AND FITTINGS REQUIRE THRUST BLOCKING AND SERIES 1100 MEGALUG MECHANICAL JOINT RESTRAINTS AS MANUFACTURED BY EBBA IRON, INC. OR APPROVED EQUAL. MIN 3D OVERFLOW ELEVATION HWL=930.14 ELEV=929.00 ELEV=928.40 HAALA PS48-58SWH GRATE OR APPROVED EQUAL ELEV=931.00 HWL=930.14 48" Z" DIA. 1RIFICE SECTION A—A 48" MIN A ELEV= INV= 929.00 929.00 INV= oz -928.40 INTEGRAL BASE LLLI (INC. RC APRON) 15" RCP ® —5.23% APRON INV=927.25 Fj CONCRETE WEIR PRECAST MANHOLE SECTIONS PER MN/DOT STANDARD PLATE 4020 L15LF (INC. RC APRON) 15" RCP @ 0.33% 6" CONCRETE APRON INV=928.95 WEIR POND OUTLET STRUCTURE NO SCALE OUTLET NOZZLES & THREADS: TWO 2-112" HOSE CONNECTION AND ONE 4-112" PUMPER CONNECTION. (NATIONAL STANDARD THREADS) 5' CAPS TO BE CHAINED (PENTAGON NUT ON CAPS) VALVE BOX AS SPECIFIED STREET WATERMAIN am x am x lam PRECAST CONCRETE BASE AS SPECIFIED "HYDRAFINDER" (CANDYGANE) FIRE HYDRANT LOCATOR WATEROUS WB -67 AS SPECIFIED BURY 8.9 GEOTE)CTILE FABRIC MnDOT 3733 TYPE 3 1' WASHED COARSE GRAVEL OR CRUSHED ROCK TO 6' ABOVE WASTE OPENING MIN. 113 CY BRACING AS REQUIRED PRECAST CONCRETE BLOCK 2' DIAMETER BY 3' DEEP PIT UNDER HYDRANT FILLED WITH GRAVEL FOR ALL INSTALLATIONS. NOTES: 1. HYDRANT COATINGS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AFTER THE BASE COURSE OF BITUMINOUS IS INSTALLED. PRIME AND PAINT HYDRANTS PER AWWA AND MANUFACTURER'S STANDARDS. 2. ALL HYDRANT LEADS SHALL BE TIED W17H 31C TIE RODS. TIE ROD SHALL EXTEND FROM TEE TO VALVE AND VALVE TO HYDRANT. MEGA LUGS MAY BE USED IN LIEU OF TIED RODS. 3. HYDRANTS SHALL HAVE A 1W BREAK OFF TRAFFIC FLANGE A. ALL RODS AND RETAINERS TO BE COATED WITH BITUMASTIC. 6. RED OR YELLOW *OUT OF ORDER" TAD TO BE INSTALLED ON THE PUMPER CONNECTIONS AFTER BACKFILL 6. THE INITIAL & FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. Special Details ,,�► cIT-r �F TYPICAL HYDRANT OS": 04-01-15 INSTALLATION HU—W-1 EST. 1906 01-20-17 DATE REVISION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I a duly Licensed Professional Engineer under the laws of the State of Mi ta. DESIGNED BY: TAEG3 Hakanson Andersonam Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com TGK AUTOMOTIVE DETAILS CITY OF HUGO, MINNESOTA SHEET OF C 12 SHEETS 6 1 18 PLAN REVISIONS PER CITY REVIEW DRAWN BY: TAE TIMOTHY A. MIUM5 Date 5/7/18 Lic. No. 43362 cNEcICID BY: CJJ 4251.01 2 LO N i c� z I w z Qz 00 w o / ED I � 0 N d- N w _Q C/ 0 MANHOLE COVER ASSEMBLY FILTER ASSEMBLY ISOMETRIC VIEW IN-PLACE ELEVATION VIEW STORM DRAIN INLET PROTECTION TYPE 1 O PRE—CURB 1 VL I LV I LI \ 1 IL I LI STORM DRAIN INLET PROTECTION TYPE 2 (2 POST—CURB 4SSEMBLY W. ENTRANCE WIDTH AS REQUIRED STABILIZED CONSTRUCTION EXIT 05 1 "X2"X24" LONG WOODEN STAKES AS NEEDED. STAKES SHALL BE DRIVEN OVER THE SEDIMENT CONTROL LOG AT AN ANGLE OF 45 DEGREES WITH THE TOP OF THE STAKE SEDIMENT POINTING UPSTREAM © /— CONTROL LOG 45° 8 FLOW EMBEDMENT DEPTH SEDIMENT CONTROL LOG TYPE STRAW (2 PLASTIC ZIP TIES (50LB TENSILE) LOCATED IN TOP 8" .l-_ zz mw M 0 w o M w N H N O a - DIRECTION OF RUNOFF FLOW POST LENGTH, 5 FT. MIN. AT 6 FT. MAX. SPACING GEOTEXTILE FABRIC, 36" WIDTH MACHINE SLICE 8"-12" DEPTH STANDARD MACHINE SLICED 4 SILT FENCE DETAILS C4 TO PROTECT AREAS FROM SHEET FLOW (SEE SPEC. 3886) REFERENCE NOTES: 10 TYPE 1 INLET PROTECTION SHALL BE INSTALLED AS NECESSARY TO MINIMIZE PONDING OF WATER DURING CONSTRUCTION. �2 TYPE 2 INLET PROTECTION SHALL BE INSTALLED ON ALL CASTINGS RECEIVING RUNOFF FROM THE PROJECT AREA. �3 MINIMUM LENGTH SHALL BE THE GREATER OF 50 FEET OR A LENGTH SUFFICIENT TO ALLOW A MINIMUM OF 5 TIRE ROTATIONS ON THE PROVIDED PAD. MINIMUM LENGTH SHALL BE CALCULATED USING THE LARGEST TIRE WHICH WILL BE USED IN TYPICAL OPERATIONS. ® PROVIDE RADIUS OR WIDEN PAD SUFFICIENTLY TO PREVENT VEHICLE TIRES FROM TRACKING OFF OF PAD WHEN LEAVING SITE. (5) MAINTENANCE OF CONSTRUCTION EXITS SHALL OCCUR WHEN THE EFFECTIVENESS OF SEDIMENT REMOVAL HAS BEEN REDUCED. MAINTENANCE SHALL CONSIST OF REMOVING SEDIMENT AND CLEANING THE MATERIALS OR PLACING ADDITIONAL MATERIAL OVER SEDIMENT FILLED MATERIAL TO RESTORE EFFECTIVENESS. © PLACE STAKES AS NEEDED TO PREVENT MOVEMENT OF SEDIMENT CONTROL LOGS PLACED ON SLOPES OR AS NEEDED DUE TO OTHER FACTORS. �7 SEDIMENT CONTROL LOG SHALL MEET THE REQUIREMENTS OF MN/DOT SPEC. 3897.2.A DATE REVISION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I a duly Licensed Professional Engineer under the laws of the State of Mi ta. DESIGNED BY: TAEG4 Hakanson Andersonam Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com TGK AUTOMOTIVE DETAILS CITY OF HUGO, MINNESOTA SHEET OF C 12 SHEETS DRAWN BY: TAE Date 5/7/18 Lic. No. 43362 cNEcICID BY: CJJ 4251.01 U) Q Li 0 LO N c� z w w z Qz Co w �c� o 0 N d- o � N w _Q C, MANHOLE COVER SHALL BE TYPE II WITH 27" ECCENTRIC OPENING FOR HS 25 LOADING (REF. MnDOT STD. PLATE 4020) �— 0 0 0 Q 0 z maw w N J VARIES w CL N N w a CASTNG AS SHOWN ON PLANS GROUT PERIMETER OF CASTING AND ADJUSTING RINGS SUMP DEPTH VARIES r� VARIES z 00 ADJUSTING RINGS 10 ALL INTERIOR JOINTS SHALL BE GROUTED TO A SMOOTH FINISH MANHOLE TO BE CONSTRUCTED OF PRECAST CONCRETE SECTIONS WITH WALL REINFORCEMENT CONTRACTOR SHALL CONSTRUCT CONCRETE COLLAR AROUND OUTSIDE OF PIPE TO FILL ANNULAR SPACE PRECAST CONCRETE MANHOLE BASE PER MN/DOT STANDARD PLATE 4011 STANDARD SLAB -TOP MANHOLE WITH SUMP (STORM SEWER) NO SCALE nnnnnccrn LI`IL.FIJL TV I L IN CONCRETE NAH R-1975 TING OR 'ROVED EQUAL )UPLING BY THREAD) PVC CAP. ING ON BLOCKS CAP AT THE ENDS OF THE SEWER MAIN SANITARY SEWER CLEANOUT NO SCALE CASTNG AS SHOWN ON PLANS GROUT PERIMETER OF CASTING & ADJUSTING RINGS 10' — #4 REBAR SPRING REFERENCE NOTES: 10 ADJUSTMENT HEIGHT SHALL BE BETWEEN 4" AND 8". �2 ALL PIPE SYSTEMS SHALL BE PROTECTED DURING CONSTRUCTION BY A COVER SUFFICIENT TO PREVENT DAMAGE FROM PASSAGE OF EQUIPMENT. �3 CONSTRUCTION SEQUENCE SHALL BE PER MN/DOT 2451.3D. ® WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL PER MN/DOT 2145.3D. (3) SUITABLE MATERIAL SHALL BE PER MN/DOT 2105. COMPACTION SHALL MEET THE REQUIREMENTS OF MN/DOT 2105.3F1 "SPECIFIED DENSITY". THE MIDDLE 1/3 BENEATH THE PIPE INVERT SHALL BE LOOSELY PLACED. © SUITABLE MATERIAL SHALL MEET PROJECT SPECIFICATIONS FOR EXCAVATION AND EMBANKMENT. 4" J O.D. PLUS 24' 12" MIN. SS B BEDDING ( TABLE INDATION POLYPROPYLENE PIPE TRENCH DETAIL V3) DATE REVISION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I a duly Licensed Professional Engineer under the laws of the State of Mi ta. DESIGNED BY: TAEC5 ADJUSTING RINGS 1� TGK AUTOMOTIVE DETAILS CITY OF HUGO, MINNESOTA SHEET OF C 12 SHEETS 5" • ALL INTERIOR JOINTS SHALL WALL REINFORCEMENT Date 5/7/18 Lic. No. 43362 a BE GROUTED TO A xa SMOOTH FINISHQ CONTRACTOR SHALL CONSTRUCT 4 27" a CONCRETE COLLAR AROUND OUTSIDE OF PIPE TO FILL ANNULAR SPACE 0 • a r� a • SLOPE 1" PER FT. a• 1-1 /2" MIN. J_• a a L c 4 d 4 Q 4 2" CLEAR K'2 STANDARD CATCH BASIN �SJ5 (REF. MN/DOT STANDARD PLATE 4006 DESIGN H) NO SCALE SPRING REFERENCE NOTES: 10 ADJUSTMENT HEIGHT SHALL BE BETWEEN 4" AND 8". �2 ALL PIPE SYSTEMS SHALL BE PROTECTED DURING CONSTRUCTION BY A COVER SUFFICIENT TO PREVENT DAMAGE FROM PASSAGE OF EQUIPMENT. �3 CONSTRUCTION SEQUENCE SHALL BE PER MN/DOT 2451.3D. ® WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL PER MN/DOT 2145.3D. (3) SUITABLE MATERIAL SHALL BE PER MN/DOT 2105. COMPACTION SHALL MEET THE REQUIREMENTS OF MN/DOT 2105.3F1 "SPECIFIED DENSITY". THE MIDDLE 1/3 BENEATH THE PIPE INVERT SHALL BE LOOSELY PLACED. © SUITABLE MATERIAL SHALL MEET PROJECT SPECIFICATIONS FOR EXCAVATION AND EMBANKMENT. 4" J O.D. PLUS 24' 12" MIN. SS B BEDDING ( TABLE INDATION POLYPROPYLENE PIPE TRENCH DETAIL V3) DATE REVISION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I a duly Licensed Professional Engineer under the laws of the State of Mi ta. DESIGNED BY: TAEC5 Hakanson Andersonam Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com TGK AUTOMOTIVE DETAILS CITY OF HUGO, MINNESOTA SHEET OF C 12 SHEETS 6 1 18 PLAN REVISIONS PER CITY REVIEW DRAWN BY: TAE Date 5/7/18 Lic. No. 43362 cNEciclD BY: CJJ 4251.01 0 n SAWCUT BITUMINOUS PAVEMENT REMOVE STORM SEWER PIPE ' Z 0 J 0 ' m W ' o co I� 1 EXISTING — LANE LINE SAWCUT-----,,. ' BITUMINOUS ' PAVEMENT ' L/ L_ ' L 1 �L 0 SEE SHEET C10 FOR HIGHWAY 61 TURN LANE REMOVALS I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I TAE am a duly Licensed Professional Engineer under the laws BY: of the State=M*ta.EDRAWN TAE CHECKED BY: Date 5/7/18 Lic. No. 43362 CJJ ;an MH I ;E=931.04 --=917.4 I D D LEGEND EXISTING BITUMINOUS PAVEMENT EXISTING CONCRETE PAVEMENT GENERAL NOTES: 1. REMOVE MISCELLANEOUS WOOD POSTS, BOLLARDS AND SIGN POSTS AS NECESSARY TO COMPLETE CONSTRUCTION. / aan Mn iv aper pians San MH - _A 20 0 20 40 RE=932.16 RE=932.34 L� / IE=918.3 IE (W)=917.9 IE (N)=917.8 X Tap 4" PVC Drop SCALE IN FEET I I Inlet Pipe=927.6 Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com TGK AUTOMOTIVE EXISTING TOPOGRAPHY %SHEETS AND REMOVALS PLAN CITY OF HUGO, MINNESOTA 4251.01 ' 3.2 CY CLASS II RIPRAP OVER 18 SY D412 CONCRETE �\ I TYPE IV GEOTEXTILE CURB AND GUTTER\ to FILTER 03 CONSTRUCT PER MN/DOT I A ro 8 WIDE BERM r o STANDARD PLATE ,o p GL=93218 o rn 1 1 9 AT ELEV=931.0 n0 1`0 END D412/ \ 71 02 rn BEGIN 8612 \ 1 I 9 ` 9 g- w --W 930 E.O.F. 931 \ `30 =931.0 931 I GL=932.03 1 \ GL= ' �. � � 930 I a\ I END 8612/ - -f - 932.61 9 0 929 I BEGIN D412 30 1928 I 9/ice 927 _ / B_ I i B-2 I m 93�- 933 929 928 I ' rn m r- GL= ' ( r 931.90 / >> >> > / I o M 93/ 933 11 �� 931 93 0 GL= 9,33 / 933.01 932.65 i N i I I P -OH _�; ILD co P -OH ---- GL_ N o j�1 GL- 933.04 GL=932.75 I 933.82 END B612/ 93 BEGIN D412 3 C° I J l L 1 I 0 9W GL GL BIT= BIT- --BIT- �GL= 34.00 352GL= 9 2.88 933.67 934.00 9 . 932.59 \ V w _ o m IN / 1 932.88 GL= BIT= \ CONC-- CONC= / 933.27 B_ 3 \ 933.52 � 933.70 I 933.51 ^ I I W I ' I I GL= 93 BIT= 930 / I a --l I 1 ' 933.84 934.00 I GL= � BIT= GL= - 932.9093 4.00 L=932.90934.00 932.86 ' 1 / _ BIT= / mI 933.32 CONC= 934.00 BIT 934.44 Y a `� I 9 33.81 /A BLDG- - \ /� / /� D B-5 A / I ' 0 '0) B-4 935.20 _/BIT=DOWNSPOUT I \��I / I 612 CONCRETE CURB BLDG= 934.50 - J\� ❑❑ 4 93 AND GUTTER PER/ GL- 934.20 DOWNSPOUT MN/DOT STANDARDIL/ 932.44 9 BIT= :DPLATE 7100 (TYP. CONC- 34.00 931 _ - ^ A IFI 934.00 A A V I 1 GIL933.32 FINISHED FLOOR \�\ ��- 933.81 I I I /I I\ I 1 ELEVATION=934.0 I ! I I I I I O U4 �� BLDG= 12 / 934.36^ A A GL=932.67 r� m CONC= \ V M / \ I END D412/ � / ~ 1 BLDG= B_6 934.00 \ BEGIN 8612 ' I I GL=932.85 1 934.36 9LD = _ \I 934 80 I GL- °MM (END CURB) GL= 932 GL= 933.32 1 B-7 ^ w ^ ' A GL= 931.98 GL= ° ° 4 A A / a 932.21 1 932.91 I GL= I / --- ,�, STABILIZED / � 933933.32 TC=934.7 _ CONSTRUCTION GL= -,-'I GL=9337 GL- GL= I / BIT= BIT= 932.91 933.77 / 932.43 EXIT ® / 932.49 J 933.09 TC=933.51 TC=933.77 GL= / _ GL- GL=933.51 - GL=933.77% - 932.31 A ^ I / o - lY 932.80 BIT= BIT- GL -932.40 933 1 l 933.06 TC=933.95 933.41 GL= GL= END B612 GL= GL=933.45 933 932.93 933.23 BEGIN D412 931 .95 G 932.85 C--932 -932 // >> » » » (Et11D CURj -7"') B-8 0 z 0 Q c� 0 Ln N CD z w w z_ CD �z W Ln o I � 0 DA o 6 1 N 6 13 Q 6 22 Ln N � GL=932.21 1 i / ! GL= 933 END B612/1 / D412 CONCRETE 932.70 BEGIN D412 �\ I CURB AND GUTTER GL=93212 B-9 J� � \/ END D412/ PER MN/DOT BEGIN B612 A/ TANDARD PLATE 931 LG I 1 \ I 17102 930 929 INFILTRATION BASIN 102 °) ! \\ 928 BOTTOM=927.5 \`�,°� OUTLET=929.0 o A 100 -YR HWL=930.9 I / I928 929 � / I L f I _ // � _ 930 , 931 J' 0 1 !\\ a 2" Post (typ) -, / 32 M N I I `` o o �o / IM / I ! C) 0 O� 1 0 2-_ / S San MH > > 10" (per plan) > > San MH S R"A SEE SHEET C10 FOR HIGHWAY 61 / EE918316 RE=932.34 L� E (W)=917.9 TURN LANE CONSTRUCTION PLAN IE (N)=917.8 x Too 4" PVC DroD I hereby certify that LEGEND report was San MH EXISTING BITUMINOUS PAVEMENT VERIFY BUILDING DIMENSIONS WITH ARCHITECTURAL PLANS. °< d ° m PROPOSED CONCRETE PAVEMENT 2. DISTURBED AREAS SHALL BE STABILIZED WITHIN 7 DAYS OF PROPOSED TIPOUT CURB PER 2 C2 of the State of SILT FENCE PER 4 C4 DRAWN BY: SEDIMENT CONTROL LOG PER C4 - INFILTRATION DRAINAGE ARROW BASIN 1 (FOREBAY) BOTTOM=927.0 THE CONTRACTOR MUST STABILIZE ALL EXPOSED SOIL AREAS INLET PROTECTION DEVICE 0 OUTLET -929.0 �✓ 100 -YR HWL=930.9-GL= IMMEDIATELY TO LIMIT SOIL EROSION WHENEVER ANY GUTTER LINE ELEVATION GL=933.29 xxx.xx END D412/ TC=TOP OF CURB ELEVATION BEGIN B612 FOR A PERIOD EXCEEDING SEVEN CALENDAR DAYS. STABILIZATION 6.2 CY CLASS II BLDG= GROUND ELEVATION AT BUILDING RIPRAP OVER 30 SY xxx.xx TYPE IV GEOTEXTILE-CONC= SITE HAS TEMPORARILY OR PERMANENTLY CEASED. CONCRETE ELEVATION FILTER 03 xxx.xx 6. -BIT= BITUMINOUS ELEVATION 7. xxx.xx E.O.F. D412 CONCRETE CURB =XXX.X EMERGENCY OVERFLOW ELEVATION AND GUTTER PER UTILIZE THE PROPER FACILITIES FOR DISPOSAL OF CONCRETE MN/DOT STANDARD AND OTHER WASTES. PLATE 7102 NOTES: 1 2 0 O� 1 0 2-_ / S San MH > > 10" (per plan) > > San MH S R"A SEE SHEET C10 FOR HIGHWAY 61 / EE918316 RE=932.34 L� E (W)=917.9 TURN LANE CONSTRUCTION PLAN IE (N)=917.8 x Too 4" PVC DroD I hereby certify that GENERAL NOTES: report was San MH 1. VERIFY BUILDING DIMENSIONS WITH ARCHITECTURAL PLANS. and that I RE=931.04 IE=917.4 2. DISTURBED AREAS SHALL BE STABILIZED WITHIN 7 DAYS OF the laws of the State of ROUGH GRADING. DRAWN BY: 3. STREET SWEEPING MUST BE PERFORMED DAILY IF SEDIMENT IS TRACKED ONTO HIGHWAY 61. 4. THE CONTRACTOR MUST STABILIZE ALL EXPOSED SOIL AREAS Lic. No. 43362 (INCLUDING STOCKPILES). STABILIZATION MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHENEVER ANY GL=933.29 CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY END D412/ CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME BEGIN B612 FOR A PERIOD EXCEEDING SEVEN CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN SEVEN CALENDAR DAYS D AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. 5. SEE SHEET C8 FOR THE UTILITY PLAN. 6. SEE SHEET C9 FOR THE RESTORATION AND PAVING PLAN. 7. CONTRACTOR SHALL DETERMINE A LOCATION FOR CONCRETE AND OTHER WASHOUT WASTE. A SIGN SHALL BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY THAT REQUIRES SITE PERSONNEL TO UTILIZE THE PROPER FACILITIES FOR DISPOSAL OF CONCRETE AND OTHER WASTES. REFERENCE NOTES: 1 2 10 INSTALL INLET PROTECTION DEVICES PER C4 AND C4 AT ALL CATCH BASINS THAT MAY RECEIVE STORMWATER RUNOFF FROM THE SITE. I 1 02 CONSTRUCT INFILTRATION BASIN PER C3 ONLY LOW PRESSURE I TYPE EQUIPMENT SHALL BE ALLOWED WITHIN THE FOOTPRINT OF THE INFILTRATION BASIN. 03 PLACE RIPRAP PER MN/DOT STANDARD PLATE 3133. N ® PRIOR TO IMPORTING OR EXPORTING MATERIAL FROM THE SITE, D412 CONCRETE CURB CONTRACTOR SHALL CONSTRUCT A STABILIZATED CONSTRUCTION AND GUTTER PER EXIT PER ( -3 . I MN/DOT STANDARD C4 I PLATE 7102 0 O� 1 0 2-_ / S San MH > > 10" (per plan) > > San MH S R"A SEE SHEET C10 FOR HIGHWAY 61 / EE918316 RE=932.34 L� E (W)=917.9 TURN LANE CONSTRUCTION PLAN IE (N)=917.8 x Too 4" PVC DroD I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I TAE am a duly Licensed Professional Engineer under the laws of the State of DRAWN BY: Mtt. ETAE CHECKED BY: Date 5/7/18 Lic. No. 43362 CJJ Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson-anderson.com TGK AUTOMOTIVE 111500&1Aff1IGE31 TOTAL AREA= 2.97 ACRES TOTAL DISTURBED AREA= 2.49 ACRES BUILDING AREA= 0.26 ACRES PRE -CONSTRUCTION IMPERVIOUS AREA= 0.31 ACRES POST CONSTRUCTION IMPERVIOUS AREA= 1.20 ACRES I 20 0 20 40 SCALE IN FEET GRADING, DRAINAGE AND SHEET EROSION CONTROL PLAN C7 OF C12 CITY OF HUGO, MINNESOTA SHEETS 4251.01 V=. I I I I I I I 1 I I I I I I I I I 1 C/; I � I I CONNECT TO- EXISTING WATERMAIN 10® I I I I 1 I I I I I = 0 r Ia m I ~ I = 1 a o a I � CB #4 _af 27" DIA. (R-3250-DVSP) = FL=931.90 / - cDa INV=928.90 I P -OH P-0 1 m CIO a 0 N � 1 1 m m co i 1 15" RC APRON INV=928.95 CB/MH #5 48" DIA. (R-3250-DVSP) FL=932.65 (W)INV=928.46 (SE)INV=928.46 SUMP=924.46 1 � � I I � I I >> >> i 148LF 15" PP 7` 0.30% P -OH P -OH / 6" DIP (CL 52) 6" GATE VALVE WATERMAIN, AND BOX _ 6" GATE VALVE AND BOX AND HYDRANT Q 10 r6"-22.5° AND 64LF (INC. (2) METAL SAFETY APRONS) 18" CAS ® 0.05% I m (N)INV=929.43 (S)INV=929.46 1 0 I I i a I I r 1 0 I � a I _ I Ir = I I o c� a I I Im m r Ia I I � m I ' I DATE REVISION 6 1 18 PLAN REVISIONS PER CITY REVIEW 6413418 PLAN REVISIONS PER MN DOT REVIEW 6/15/18 PLAN REVISIONS PER MN DOT REVIEW 1 = 6" DIP (CL ' WATERMAIN �3 1 CB #1 ® / 27" DIA. (R-3250-DVSP) FL=931.98 INV=928.98 1 1 0 1 1 1 1 1 I 1 1.25° DIP BENDS 6"X6" DIP TEE 2" Post (typ) -. 15LF (INC. RC APRON) 15" RCP @ 0.33% 0 POND OUTLET STRUCTURE (SE)INV=928.40 (NW)INV=929.00 A 22LF (INC. RC APRON) 15" RCP @ -5.23% 0 ------- -15" RC APRON INV=927.25 28LF (INC. RC APRON) 24" RCP @ 0.30% 0 �S 73LF 18" PP ® 0.30% CB/MH #6 �5 48" DIA. (R -3508-C) FL=932.59 (NW)INV=928.24 174LF (S)INV=927.58 18" PP (NE)INV=927.58 A - J ® 0.20% ^ SUMP=923.58 a d do I�� d ❑� d d d G ^ m IIrr o 0 d O d ❑L / L o� 61LF 6" PVC (SDR 26) ® 5.00% 9 LF 6" PVC -7A 5. (SDR 26) ® 5.00% 6"X6" 6" PVC PVC WYE INV=924.70 SANITARY F__ - SEWER A - CLEANOUT (2 - (INV=924.25) 52LF 12" PP ® 1.17% 6"-45° (2) 6"-45° 221 LF DIP BEND DIP BENDS 15" PP @ 0.20% >> >> >> >> >> >> >> CB/MH #2 (3 48" DIA. (R -3508-C) FL=931.95 (NW)INV=928.37 (E)INV=928.37 SUMP=924.37 o b 0 0 I hereby certify that this plan, specification, or report was DESIGNED BY: prepared by me or under my direct supervision and that I TAE am a duly Licensed Professional Engineer under the laws of the State of Mi ta. R -3508-C CASTING ASSEMBLIES SHALL INCLUDE A 6" FRAME DRAWN BY: (1-144A. 0 CORRUGATED POLYPROPYLENE PIPE (PP) FOR STORM SEWER TAE SHALL BE DUAL -WALL CONFORMING TO ASTM F2881, OR mt AASHTO M330 AND STRUCTURAL REQUIREMENTS OF AASHTO CHECKED BY: Date 5/7/18 Lic. No. 43362 CJJ 0 0 0 rE�=918.3 > 6 x � II I I II ---_L L J D > > > 10" (per plan) Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson-anderson.com CB/MH #3 (3 48" DIA. (R -3508-C) FL=932.31 (W)INV=927.93 (N)INV=927.93 SUMP=923.93 A A A A L-24" RC APRON INV=927.50 SANITARY SEWER CLEANOUT 07 (INV=921.20) all San MH A RE=931.04 ^ IE=917.4 6"X 6" PVC WYE > 24" RC APRON INV=927.00 CONNECT TO EXISTING SANITARY SEWER MANHOLE 09 INV=919.00 44LF 6" PVC A (SDR 26) A @ 5.00% A A A A A A 160LF (INC. (2) RC APRONS) © 24" RCP @ 0.31 A A A San MH S A A� RE=932.34 c IE (W)=917.9 IE (N)=917.8 Too 4" PVC DroD TGK AUTOMOTIVE I 20 0 20 40 SCALE IN FEET GENERAL NOTES: 1. MAINTAIN A MINIMUM OF 7.5 FEET OF COVER OVER THE WATERMAIN. WATERMAIN THRUST BLOCKING SHALL BE PER 4 C3 2. VERIFY SEWER AND WATER SERVICE LOCATIONS AT THE PROPOSED BUILDING PRIOR TO CONSTRUCTION. 3. R-3250-DVSP CASTING ASSEMBLIES SHALL INCLUDE A 4" FRAME. 4. R -3508-C CASTING ASSEMBLIES SHALL INCLUDE A 6" FRAME (ESS BROTHERS). 5. CORRUGATED POLYPROPYLENE PIPE (PP) FOR STORM SEWER SHALL BE DUAL -WALL CONFORMING TO ASTM F2881, OR AASHTO M330 AND STRUCTURAL REQUIREMENTS OF AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS -SECTION 12. 24" RC APRON CONNECTIONS SHALL BE MADE WITH BELL AND SPIGOT JOINTS. CORRUGATED COUPLINGS SHALL NOT BE ALLOWED. PIPE INV=927.50 BEDDING SHALL BE PER(_4__. C5 REFERENCE NOTES: 10 SIZE AND LOCATION OF EXISTING WATERMAIN SHALL BE VERIFIED PRIOR TO THE START OF CONSTRUCTION. �2 TIE ALL PIPE JOINTS. 03 ALL WATERMAIN SHALL BE ENCASED IN POLYETHYLENE. POLYETHYLENE SHALL CONFORM TO THE REQUIREMENTS OF CEAM 2611.2E. ® CONSTRUCT CATCH BASIN PER _2 �5 CONSTRUCT MANHOLE PER(1_\ C5 © CONSTRUCT POND OUTLET STRUCTURE PER 2 C3 07 CONSTRUCT SANITARY SEWER CLEANOUT PER(_3_". C5 ® WET TAP THE EXISTING 12" DIP WATERMAIN FOR THE 6" WATER SERVICE. _ 09 CORE DRILL EXISTING MANHOLE AND INSTALL A WATERTIGHT BOOT. 10 CONSTRUCT HYDRANT AND VALVE PER CITY SPECIAL DETAIL HU -W-1, SHOWN ON SHEET C3. UTILITY PLAN SHEET C8 OF C12 CITY OF HUGO, MINNESOTA SHEETS 4251.01 N Ln N CD z ry w w z_ E Qz N w O / ry w V I - I = 1 18 PLAN REVISIONS PER CITY REVIEW 13/18 PLAN REVISIONS PER MN DOT REVIEW I 0 I `933 �l +)+++ti++ 1 _ � , +t+ I¢ 9� I � 1 "rnrn� I I 1 / / I 1 I I I I ' I 1 1 I 1 I 1 1 � � 1 ------------------------ \ � I I 1 I 1 I 1 I 1 I 11 SEE BELOW + +t + + t + + + + '+kl + + + + +++ t+\t+++t + +► + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + I +++ tttttt+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 'I + + + + + + + + + + + + . t+ + + + + + + + + + + + + + + + + + + + + I /19)031 l �/ I ++++ + + + +++++++++:::::: + + +++++++++++++++4++ ' +1+++++++++ + + + + + + + + + + +++++++++++ + + + + + + + + tttttt+ + + + + + + + + + + 1 + + + + + + + + + + + + + + + + + + + + + + + + + �+ + + + + + + + ►+ ++ 1 +++++++t+ ++++++++++ + + + + + + + + + + +4 1 +++++tttttt+ I 1 , +++++ +++++++++++++++ + + + + + + + + + + + + I I I I I\ +++++++++++++++++++ 1++ 1 + + + + + + + + + + ++++++++++ + +++++++++ + + + + + + + + + +1+ + + + + + + + + + + + + t t t + + + +++I+++ t 0?9- w �- +++ + + + + + ++ +++++++++++95++++t+++ + tttttt+++++++ +,�+ 1 +t++++++ t+� + + + ++ ++++ v\,\\ v v�vvv, ++ ++++ +++ + + + + + + ., ., \ v„vv vv �� vvvvvvvv„ v +,� I ++++ + + v IV v %, + + v vvv v v + + 1V v v +++ + + u + + + + + + + + + + ++++ 1 + + + + + +I +++ ++ +t ++ + + + + J \ 933 C1.0 -- - DESIGNED BY: TAE 1 18 PLAN REVISIONS PER CITY REVIEW 13/18 PLAN REVISIONS PER MN DOT REVIEW +++++++tl+ `933 CHECKED BY: CJJ +)+++ti++ _ +t+ I¢ 9� + t + t t + + + +I + t +/ + +� + + 1 /+ +t + + + + ++ + + t+ fi + / + ..... + + + + 4 + 4 + + + t t + + + + . . + t t + + + + + t +I t + + + + t t t + + t t 4 + 4 + + + + + + t+ + ++ + ++'4)3.0'+'+'+'+ + + + + + + + t + + + t + 4 + 4 + + + + t + + + + + + + + + + + + + t + + t t + + + + + + + t + + + + + + + + u +t tt R+ t4+ +/ttttttttttttttttttt u+t + ttttttttttttt++ +++++t / +*.{ t t t t t t+++ t Jt t t t t t t t t t t t t t t t t t t t t+ t+ t t t+ t t t+ t t t t t t++ t+ +++++ u u u *.+ ++ t t t t t t + t t t t t t t t t t t t t t t t t t t t + t t t t t t+ t t t t t t t+++ t++ ++++ ++-- +ttt++.+ ++\+tttttttt++tttttttt++t+++t+++t+++t+ttt++ +++ /++++ttt++t,�+t+.�tttttt,Ittttttttttttt tt +tttttttt++t ++ t t++ + + 4 t+++ t + t + + + t+ t t t t + + + + t t t +\ + t t t t t t t t t t t+ t ++ t t t + t t uu vv vv vvvvvv t t t t t+ t L+J + t t t t t ++ UUU vv vv vvvvvvvvb \++++ t t+ ++ t t+ ++ / 4+ 4t 4++ ++ ++ + \i\i\i\iu\i\/\i\i\i\/\i\i\i \/ iv\i\i\i\i\/\i\i i i\i iviviviviv\iv\ ivivivi�` + ► +t + v vv vvvivv\v\ viv tt C�Mc� + + t t + + 4 t + + 4 4 t tt t t t t t / / + t+t++ t+t+++++t+t / ► / v u u� u u v u v u u v u v u u u� u u u v u u u�✓ u u�� v u u u✓ v u u u u� v u v u v u v u v u u v u v u \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\ \/\/\ \/\/\/\/\/\/ + 4h + t t t t t t +/ / // t v � 41++++ + t + t + t + + + t + t + t + ... + + + + t + t + t + + s tttttt + + + ► / /--932----, +++++ + + y ► \ / / 2" Post (typ) I / . I , 0 ` °0 , \ ° -jo \ , ° \ / o U.S. HIGHWAY 61 (FOREST BOULEVARD N.) ----X33--------------------- 933- -7 7 L.- 7 1-- 7 L— 7 Ch:'; �-T 7 7 K -------------------- 933- K _ - 11 — / 117 1 I I 1 1 1 1 1 1 1 1 1 1 1 ------- 933-- 933 b ATE REVISION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the Stateof _Mt. DESIGNED BY: TAE 1 18 PLAN REVISIONS PER CITY REVIEW 13/18 PLAN REVISIONS PER MN DOT REVIEW DRAWN BY: TAE Date 5/7/18 Lic. No. 43362 CHECKED BY: CJJ I ------- jJ.r---------_ }++ }+++ ++++ }+++ ++}+ +I++l} }++} ++}+ + �f — — —I— — — <_ + + `� }�+�.} }mss A,+ + A. Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson-anderson.com MTN 30 0 30 60 SCALE IN FEET LEGEND PROPOSED BITUMINOUS PAVEMENT PER 1 C2 +++++++++++++++++ SEED MIX 25-131 (220 POUNDS/ACRE) +++++++++++++++++ BONDED FIBER MATRIX (3500 POUNDS/ACRE) +++++++++++++++++ TYPE 1 FERTILIZER (300 POUNDS/ACRE) SEED MIX 25-141 (59 POUNDS/ACRE) CATEGORY 0 EROSION CONTROL BLANKET TYPE 1 FERTILIZER (300 POUNDS/ACRE) SEED MIX 33-261 (35 POUNDS/ACRE) BONDED FIBER MATRIX (3500 POUNDS/ACRE) TYPE 1 FERTILIZER (300 POUNDS/ACRE) SOD TYPE 1 FERTILIZER 300 POUNDS ACRE GENERAL NOTES: 1. SEE SHEET C10 FOR TURN LANE PAVING INFORMATION. 2. PLACE A MINIMUM OF 3" OF TOPSOIL OVER ALL DISTURBED AREAS. SEE 1 FOR INFILTRATION C3 BASIN TOPSOIL REQUIREMENTS. 3. SEE THE LANDSCAPE PLAN FOR PLANTING AND RESTORATION DETAILS ADJACENT TO THE BUILDING. w� W NXI_1.01000 TGK AUTOMOTIVE -Z� 30 0 30 60 SCALE IN FEET RESTORATION AND PAVING PLAN SHEET C9 OF C12 CITY OF HUGO, MINNESOTA SHEETS 4251.01 I Ln N 00 d o / N W Q L0 > �ch� C- 0+00 1+00 REMOVE EXISTING LANE LINE -------------------- -932----- 932- ---930-- `1 T -BUR T -BUR T -BUR G — G G T� BUR G T -BUR T -BUR 931-___ � R -Fol ra iR P-OBD-8i7F� — P -OH FO -BUR P -OH - I I I I I I LEGEND DEXISTING BITUMINOUS PAVEMENT SEDIMENT CONTROL LOG PER C4 DRAINAGE ARROW >> 18"CMP I\,-gT-B 1 1 1 1 1 1 2+00 U.S. HIGHWAY 61 (FOREST BOULEVARD N.) 3+00 4+00 SAWCUT AND REMOVE BITUMINOUS PAVEMENT �T. -�-- -T-1 �rr� r 77 0 N + w 5+00 5+20 rrrr rrr rrr rrr rrr rrr rrr rrrrrrr�rrrrr rrrr rrr rrrr rrrrrrrrrrrrrrrrr rrrr rrrr rrrr rrr rrr rr� r N------------------_ ------------- —_—_--__ ----- �� � � �r 932- - 93 � �� r 9,32-- 9- -930 3Z _ � ��� � - = - -— ---- — _ __- -�\�_- =-g p= — - -- -------------- -930 --^� 18 c -M<< W /--_- _ \ — — — _ _ / FESS \g m c E�29.2 r r E=929.53 31- —41— G 4 _ _ — — _ — — — r =929.43 / .moo �`� E\ G G��_� T -BUR �-�s�r� G T( -BUR UR \ T -BUR T -BUR T -BUR T -BUR P417H \ 7 FO- R p-O4P-01-1FO-Bl R OH En -FBI& ' I 1 � 1 1 1 1 1 1 1 1 1 1 1 -----------------------932--- - �� » 18"CMP — -g3o — q�w \ IR T -BUR T -BUR T-J�l'R -� G G \ t7R -r'-BUR G T -BUR T -BUR T -BUR \ ?In -F@H-B iR P-0 —8�71� — P -OH FO -BUR P-01-1 f� UR p- H FO- /� jT I 1 1 I. I 1 1 I 1 1 I 1 1 I 1 1 1 , FES 1 \ r 1 E=929.4 x`---- GP�-932� � cx UR T-BUR\^\�T/�- R T -BUR - G G T -E G T -BURT D1 ID -Eq H— REMOVE STORM r�� ��� �r �� �� �r c� SEWER PIPE��� c e�-� 9,32, D 1 EXISTING TOPOGRAPHY AND REMOVALS PLAN A" cnl Irl I mic- RECONSTRUCT GRAVEL DRIVEWAY 44LF (INC. (2) METAL 1 SAFETY APRONS) 18" CAS 0 0.14% 1 (S)INV=929.53 1 (N)INV=929.47 1 GRADING, DRAINAGE AND EROSION CONTROL PLAN PROPOSED TURN LANE 0 0 0 N + n W 5 20 --,,932-- N 20 0 20 40 SCALE IN FEET / DATE REVISION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Mi ta. DESIGNED BY: TAE Hakanson A Civil Engineers and Land Surveyors 9 y 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www. hakanson-anderson.com TGK AUTOMOTIVE HIGHWAY 61 TURN LANE CONSTRUCTION PLAN CITY OF HUGO, MINNESOTA SHEET C1 0 OF C 12 SHEETS 6 1 18 PLAN REVISIONS PER CITY REVIEW 6 13418 PLAN REVISIONS PER MN DOT REVIEW DRAWN BY: TAE 6/15/18 PLAN REVISIONS PER MN DOT REVIEW IIIVIUICHECKED Date 5/7/18 Lic. No. 43362 BY: C�� 4251.01 N 0 z w w z Qz LO w N 0 I � 0 N d- o � N w _Q �> >'w C� 4251.01 1+50 3+00 4+50 936 936 936 936 936 936 932 — — — — 932 932 \ 932 932 _ — 932 928 928 928 928 928 928 926 926 926 926 926 926 0 20 40 0 20 40 0 20 40 1+00 2+50 4+00 936 936 936 936 936 936 932 932 932 932 932 932 \ — _ 928 928 928 928 928 928 926 926 926 926 926 926 0 20 40 0 20 40 0 20 40 0+50 2+25 3+50 936 936 936 936 936 936 932 \ 932 932 932 932 932 \ _ �- — 928 928 928 928 928 928 926 926 926 926 926 926 0 20 40 0 20 40 0 20 40 0+00 2+00 3+38 5+00 936 936 936 936 936 936 936 936 932 932 932 \ 932 932 — 932 932 — 932 928 928 928 928 928 928 928 928 9261 1 1 1 1 1 1926 9261 1 1 1 1 1 1926 9261 1 1 1 1 1926 9261 1 1 1 1 1 1926 0 20 40 0 20 40 0 20 40 0 20 40 DATE REVISION I hereby certify that prepared by me or am a duly Licensed this plan, specification, or under my direct supervision Professional Engineer under report wasDESIGNED and that I the laws BY: TAE Hakanson A HIGHWAY 61 TURN LANE SHEET C1 1 of the State=M'ta. E DRAWN BY: TAE 3601 CIVII Engineers and Land Surveyors Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson–anderson.com TGK AUTOMOTIVE CROSS SECTIONS CITY OF HUGO, MINNESOTA OF C12 SHEETS Date 5/7/18 Lic. No. 43362 CHECKED BY: iii 4251.01 j�1 o - 600' 600' A I A 1 50' 1 50' 1 50' 1 50' U.S. HIGHWAY 61 (FOREST BOULEVARD N.) 375' �-------- - - - - ----------- 933 — - _ --------------- ------------- _-� ----� --- ---- X932— ----- -- 15"RCP --- — 18"CMP _ — — « _`-- / 93Q- o� » 930 00 wl \1 11 �`------------_ - 931------ �Qj� I 1 1 11 = I 1 1 1 1 =gam o o I 1 1 1 1 m�D m I 1 1 1 1 0�0 1 I 11 1 1 1 I 1 1 1 1 I 1 1 1 1 I 1 1 1 1 I 1 1 1 1 I 1 1 1 1 I 1 1 1 1 I 1 1 N EXISTING TRAVEL LANE PORTABLE PRECAST CONCRETE BARRIER PER MN/DOT STANDARD PLATE 8337 BARRIER PLACEMENT DETAIL FOG LINE 933 930 I 7 930 931 375LF PORTABLE PRECAST CONCRETE BARRIER PER MN/DOT STANDARD PLATE 8337. PIN CONNECTION SHALL INCLUDE RETAINER BOLT AND NUT. 1002 -9'J-�-- I � �3 - II I/ �Ya 00w W3Q M 25' 1 25' 1 25' 1 25' 1 25' 04 — — - — —----�33----------- J32--- 932 -- J32----- — — i --------------- ------------- �3�------------- -g 931 - ---'' i------ -----930--- ---�9 _, 930�� ---- » ,-' -----93 -----930- 93018" CMP (� ---- /------- 93-------------- 931 w � / / 1 I -- -- - - -- -- -- -- -- 9321--7 LEGEND WORK ZONE • TYPE B CHANNELIZER (DRUM) GENERAL NOTES: 1. SHOULDER CLOSURE SHALL BE PER LAYOUT 8 OF THE TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS FIELD MANUAL. 2. MAINTAIN A MINIMUM LANE WIDTH OF 9 FEET ON NORTHBOUND HIGHWAY 61. REFERENCE NOTES: 10 SEE ( -1 -' FOR BARRIER PLACEMENT DETAIL. C12 02 CONTRACTOR SHALL INSTALL A TEMPORARY CRASH CUSHION ON EACH END OF THE BARRIER. CRASH CUSHION SHALL MEET THE REQUIREMENTS OF THE QUADGUARD CZ SYSTEM AS MANUFACTURED BY ENERGY ABSORPTION SYSTEMS, INC. OR APPROVED EQUAL. DESIGN LENGTH OF THE CRASH CUSHION SHALL BE DETERMINED BY THE MANUFACTURER'S ENGINEER AND SHALL BE DESIGNED FOR A 45 MPH SPEED LIMIT. \ J \\ 1 � / LO \\ 30 0 30 60 SCALE IN FEET DATE REVISION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Mi eta. aul DESIGNED BY: TAE Hakanson A Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson-anderson.com TGK AUTOMOTIVE HIGHWAY 61 TURN LANE TRAFFIC CONTROL PLAN CITY OF HUGO, MINNESOTA SHEET C 1 2 of C 12 SHEETS 6 1 18 PLAN REVISIONS PER CITY REVIEW 6 13/18 PLAN REVISIONS PER MN DOT REVIEW DRAWN BY: TAE 6/15/18 PLAN REVISIONS PER MN DOT REVIEW TIMOTHY A.4cNECICID 5/7/18 No. 43362 BY: CJJ ]Date 4251.01 ' 1 qFF rntn FnR 1 FES IE=929.43 I I AS] Quacking Aspen 00 - 2.5" BB 3 SINGLE STRAIGHT LEADER HL1 Honeylocust Gleditsia triacanthos 'skyline' 2.5" BB 2 SINGLE STRAIGHT LEADER S River Birch (Clump) m 8' BB ' MULTI - STEM =929.18 Swamp Whit Oak Qeercz-ts bicolor 2.5" BB ' O M TOTAL 8 CONIFEROUS = 0 BHI I rn 6'1313 6 a NSI Norway Spruce picea abies 6' BB 2 RPI rn pini -is resinosa rn 4 C White Pine pinus strobes 6' BB 3 TOTAL 15 ORNI MENTAL CODE COMMON BOTANICAL CONT QTY DETAIL CA Harvest Gold males x 'hargozam' 2.5" BB N �O TOTAL 8 m Y) Llt n m � oMj 0 s c� o F IE 92 .24 a P—OH 1 1 _ m � CD 1 1 N M rn � 1 ~ � 1 ' 1 ' 1 qFF rntn FnR 1 FES IE=929.43 I I AS] Quacking Aspen Popelestrenzuloides 2.5" BB 3 SINGLE STRAIGHT LEADER HL1 Honeylocust Gleditsia triacanthos 'skyline' 2.5" BB CoA j I I I I T-1 9331 I II o II I I I I I I I R P I II CoA 1 i 0 1 1 RP1 AS 1 1 932 � RP 1 9 1 I 1 1 1930 929 928 ' 1 1 I 1 ( SEE CIVIL FOR I A L RESTORATION PLAN l I I I I 930 n 1 20 10 0 10 20 40 NORTH SCALE IN FEET ;an MH !E=931.04 =917.4 / TREE SCHEDULE DECIDUOUS OVERSTORY CODE COMMON BOTANICAL CONT QTY DETAIL AS] Quacking Aspen Popelestrenzuloides 2.5" BB 3 SINGLE STRAIGHT LEADER HL1 Honeylocust Gleditsia triacanthos 'skyline' 2.5" BB 2 SINGLE STRAIGHT LEADER RBI River Birch (Clump) Betula nigra 8' BB 2 MULTI - STEM W01 Swamp Whit Oak Qeercz-ts bicolor 2.5" BB 1 SINGLE STRAIGHT LEADER TOTAL 8 CONIFEROUS CODE COMMON BOTANICAL CONT QTY DETAIL BHI Black Hills Spruce picea glauca densata 6'1313 6 NSI Norway Spruce picea abies 6' BB 2 RPI Red Pine pini -is resinosa 6'1313 4 WPI White Pine pinus strobes 6' BB 3 TOTAL 15 ORNI MENTAL CODE COMMON BOTANICAL CONT QTY DETAIL CA Harvest Gold males x 'hargozam' 2.5" BB 8 SINGLE STRAIGHT LEADER TOTAL 8 PLANTING REQUIREMENTS: DECIDUOUS: 1 TREE PER 200LF= 8 TREES CONIFEROUS: 1 TREE PER 100LF= 15 TREES ORNAMENTAL: 1 TREE PER 200LF= 8 TREES SHRUBS: 1 SHRUB PER 30LF= 47- (10%) 42 GENERAL NOTES: ALL TREES SHALL HAVE A MINIMUM DEPTH OF 6" HARDWOOD BARK MULCH 6' DIAMETER RING AROUND THE BASE OF THE TREE. KEEP MULCH OFF TREE TRUNK. ALL TREE PITS AND BACK FILL SHALL BE FREE OF CLASS V OR SIMILAR MATERIAL. TREES ARE TO BE BACKFILLED WITH NATIVE ON SITE TOPSOIL. WIDTH OF 56" OF SOD BEHIND CURB. TREE CALCULATIONS ARE BASED UPON CITY CODE AND ONE TREE EQUALS 2.5 CALIPER TREE INCHES. FOR TREES SMALLER THAN 2.5 CALIPER TREE INCHES MULTIPLE TREES USED TO GET EQUAL CALIPER TREE INCHES. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED TO BE UNSATISFACTORY BEFORE, DURING OR AFTER INSTALLATION THE LANDSCAPE CONTRACTOR SHALL REPAIR ALL DAMAGE TO THE SITE CAUSED BY INSTALLING THE LANDSCAPE ELEMENTS AT NO COST TO THE OWNER THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FIELD VERIFICATION OF ALL EXISTING UTILITIES, BY CALLING GOPHER ON STATE PRIOR TO BEGINNING WORK. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OF ALL DAMAGED UTILITIES AS A RESULT OF LANDSCAPING CONSTRUCTION AT NO COST TO THE OWNER FOR TREES/ SHRUBS SCHEDULES, IF THERE ARE DISCREPANCIES BETWEEN THE NUMBER SHOWN ON THE PLAN AND THE NUMBER SHOWN ON THE SCHEDULE, THE PLAN SHALL TAKE PRECEDENCE SEE CIVIL FOR GROUND COVER DRAWING NAME NO. BY DATE REVISION USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE) OF I hereby certify that this plan, specification or replorl was prepared by me or under my direct CITY PROJECT NO. FILE NO. Landscape Plan 01 MK l JUN 18 REVISED PER CITY COMMENTS INFORMATION OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT NORBY supervision and that I am duly registered Lan sc XX -XX DRAWN BY & ASSOCIATES LANDSCAPE ARCHITECTS INC.'S EXPRESS WRITTEN Min sala LANDSCAPE PLAN MK AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN Landscape Architects, Inc. CHECKED BY ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY NORBY & ASSOCIATES Signed: H UGO, TGK AUTOMOTIVE LP1 LANDSCAPE ARCHITECTS INC. OF ALL RESPONSIBILITY. NORBY & �r 100 East Second St Suite 200 Chaska, MN 55318 KN ASSOCIATES LANDSCAPE ARCHITECTS INC. RESERVES THE RIGHT TO HOLD MINNESOTA SULLIVAN-DAY CONSTRUCTION DATE ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES Date: 06-01-18 Registration #: 20144 (952) 361-0644 / www.norbylandscape.com L P 3 05/07/18 OR LOSSES RESULTING FROM ILLEGITIMATE USE. 10 5 0 5 10 20 NORTH SCALE IN FEET DRAWING NAME NC Landscape Plan 01 DRAWN BY MK CHECKED BY KN DATE 05/07/18 INSTALATION SPECS: PLANTING BED SQUARE FOOTAGE (SQFT) BARK MULCH- 1950 SQFT ROCK MULCH- 675 SQFT EDGING LINEAR FOOTAGE (LF): VINYL EDGING- 100 LF BY I DATE I REVISION MK 01 JUN 181 REVISED PER CITY COMMENTS INSTALATION NOTES: CONTRACTOR SHALL EXCAVATE SOIL IN LANDSCAPE BEDS, REPLACE WITH UNSCREENED TOP SOIL AND 3" OF DOUBLE SHREDDED HARDWOOD BARK MULCH, CHOCOLATE IN COLOR ALL EDGING TO BE STAKED TON CENTER HORIZONTALLY AS SHOWN ON DETAIL ALL MULCH SHALL BE MIXED WITH A PRE -EMERGENT HERBICIDE BEDS WITH ROCK MULCH AND PLANTS, ROCK MULCH SHALL NOT BE PLACE OVER ROOT BALL OR TOUCHING PLANT, BARK MULCH SHALL USED IN THOSE AREAS, SEE PLANTING DETAILS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE) OF I hereby certify that this plan, specification or replorl was prepared by me or under my direct INFORMATION OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT NORBY supervision and that I am duly registered Lampc e Architect under the laws of the State of & ASSOCIATES LANDSCAPE ARCHITECTS INC.'S EXPRESS WRITTEN Min sola AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ,r ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY NORBY & ASSOCIATES Signed: LANDSCAPE ARCHITECTS INC. OF ALL RESPONSIBILITY. NORBY & ASSOCIATES LANDSCAPE ARCHITECTS INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES Date: 06-01-18 Registration #: 20144 OR LOSSES RESULTING FROM ILLEGITIMATE USE. Norby & Associates Landscape Architects, Inc. 100 East Second St Suite 200 Chaska, MN 55318 (952) 361-0644 / www.norbylandscape.com CITY PROJECT NO. HUGO, MINNESOTA SCHEDULE PERENNIALS CODE COMMON BOTANICAL CONT QTY DETAIL AJ Sedum'Auturrnr Joy' Sedum x 'Autumn Joy' 1 GAL 43 Plant 18" O.C. CB Coral Bells 'Plumb Pudding' Heuchera 'Plumb Pudding' 1 GAL 12 Plant 24" O.C. HF Hosta Trances Williams' Hosta sieboldiana 'Frances Williams' 1 GAL 1 Plant 30" O.C. KF Karl Foersters Calamagrostis x acul i fl ora 'Karl Foerster' 1 GAL 38 Plant 24" O.C. LR Ligularia 'Little Rocket' Ligularia 'Little Rocket' 1 GAL 3 Plant 18" O.C. MY Moonshine Yarrow Achillea 'Moonshine' 1 GAL 95 Plant 18" O.C. SA Salvia'May Night' Salvia x superba Wiainacht' I GAL 143 Plant 30" O.C. SHRUB CODE COMMON BOTANICAL CONT QTY DETAIL AH Annabelle Hydrangea Annabelle' S gal 2 BB Compact Burning Bush s'uonynrus alatus 'Compactus 5 gal 1 BN Birds Nest Spruce Picea mariana 'Erieoides' S gal 2 DBH Dwarf BushHoneysucle f)ierrilhalonicera S gal 30 NWR Nearly Wild Rose Rosa x 'Nearly Wild' S gal 2 PJM PJM Rhododendron Rhododendron'P.,J..M.' S gal 2 SB ServiceberYy Amlechieralnifblia 5 gal 1 3 STEM WM Minuet Wiegela Weigelia Florida 'Minuet' S gal 2 TOTAL 42 *perennial place holders are visual representations and should not be counted, see plant leaders and schedule for plant quantities. Plant leader count, takes precedence if there are discrepancies between plant leaders and schedule. LANDSCAPE PLAN TGK AUTOMOTIVE SULLIVAN-DAY CONSTRUCTION FILE NO. xx-xx LP2 LP31 Tree Planting Detai NOT TO SCALE Perennial P antin NOT TO SCALE tion View Straight leader with even branching. Maintain tree in a plumb position throughout warranty period. Tree wrap to first branch. Match grade at which tree was originally grown with proposed grade. Install mulch — as noted on plan, 6" diameter (NO contact with tree trunk). Proposed grade. Remove burlap from top Y4 of root ball. Overdig hole a minimum of 6". Backfill with native soil. Undisturbed subgrade. Scarify bottom and sides of planting hole. Set root ball on subgrade. iew Top of root ball. Install mulch — as noted on plan Proposed grade — slope away from plant. Hand loosen roots of ALL containerized plant material. Undisturbed subgrade. Set root ball on subgrade. 3'$ 12" Shrub Planting Detai NOT TO SCALE Section View Top of root ball. Overdig hole minimum of 9". Intsall Mulch — 3" depth (NO contact with shrub stems). Proposed grade. Hand loosen roots of ALL containerized plant material. Backfill with native soil. Undisturbed subgrade. Scarify bottom and sides of planting hole. Set root ball on subgrade. Section View Vinyl Edger Detai NOT TO SCALE Mulch as noted on plan. 6" vinyl edger. Proposed grade. Spikes installed horizontally 5' O.C. (5 stakes per 20' section). Backfill with native soil. Undisturbed subgrade. DRAWING NAME NO. I BY DATE REVISION USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE) OF INFORMATION OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT NORBY & ASSOCIATES LANDSCAPE ARCHITECTS INC.'S EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY NORBY & ASSOCIATES LANDSCAPE ARCHITECTS INC. OF ALL RESPONSIBILITY. NORBY & ASSOCIATES LANDSCAPE ARCHITECTS INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. o was prepared by me or under my direct I hereby certify that this plan, specification or �Scpc supervision and that I am duly registered Lan e Architect under the laws of the State of Min a Signed: Date: 06-01-18 Registration #: 20144 Norby & Associates Landscape Architects, Inc. 490100 East Second St Suite 200 Chaska, MN 55318 (952) 361-0644 / www.norbylandscape.com CITY PROJECT NO. LANDSCAPE PLAN TGK AUTOMOTIVE SULLIVAN-DAY CONSTRUCTION FILE NO. XX -XX Landscape Plan 01 MK 1 JUN 18 REVISED PER CITY COMMENTS --- DRAWN BY H U GO, MINNESOTA LP3 L P 3 MK CHECKED BY KN DATE 05/07/18 UNIft� CL cn .0 ui r� 4c cn c a� E 0 U m 0 cu Oc0 Revisions . 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 N cu U 0.0 0.1 0.1 0.2 .2 0.3 0.25 fc 0. 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Z Z Z 0 .0 0.1 0.1 0.1 0.1 0.3 .5 0.8 1.1 1.5 1.9 2.3 3.2 4.1 4. 5 4.0 3.1 2 .4 1.7 1.2 0.8 0.6 0:5 0.6 0.7 0.7 .5 0.3 0.2 0.1 0.1 0.1 Q cn cn co 1.7 0. 0.1 0.1 0.1 0.1 0.3 0.4 0.6 0.8 1. 1.1 1.3 1.7 2.0 2.1 1.9 1.5 1.3 1.T 0.9 0.7 0.6 0.6 0.7 0.6 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0. 0.3 0.5 ,,0.6 0.6 0.6 0.8 .0 1.1 1.3 1.4 1.5 1.5 1.5 1.5 1.3 1.1 0.9 0.7 0.7 0.7 0.6 0.4 0.3 0.2 0.1 0.1 0.1 m m J 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0. 0.3 0.4 0.4 0. 0.6 0.8 1.0 1.2 1.3 1.6 1.7 1.8 1.7 1.6 1.4 1.1 .0 0.8 0.7 0. 0.4 0. 0.2 0.1 0.1 0.1 m 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.1 0.1 0.1 0.2 0.1 0.2 0. 0.1 0.2 3 0.2 0.4 0.3 0.5 0.4 0.7 0.6 .0 0. 1.3 1.2 1.6 1.8 1.9 2.1 1. 1. 1.8 1.7 1.8 1.7 1.8 .0 1.8 2.1 1.5 1.5 1.1 .1 0.9 0.8 0.7 .5 0. 0. 0.4 0. .3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 E c L V 0. 0.0 0.0 0 . 0 0.0 0.0 0.0 0 . 0 0.0 0.0 0 . 0 0.0 0.0 0 . 0 0.0 0.0 0 .0 0.0 0.0 0 . 0 0.1 0.0 0 . 0 0.1 0.0 0 . 0 0.1 0.1 0.0 0.0 0 . 0 0 . 0 0.1 0.1 0 . 0 0.2 0.1 0 . 0 0. 0.1 0.0 0.4 0.1 0.0 0.6 0.2 0.0 0.8 0.2 0.0 0.2 0.0 1.3 0. 0 . 0 .3 0 . 0 AA 1.0 0.2 0.0 0.0 1.3 0.0 1. 0.2 0.0 1.0 0.2 0.0 0.7 0.2 0.0 0.5 0.1 0.0 0.3 0.1 0.0 0.2 0.1 0 . 0 0.2 0.1 0 . 0 0.1 0.1 0 . 0 0.1 0.0 0 .0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 M� m (D L ICU E M J a I Mao O L 0 M J E >% V) M V UNIft� CL cn .0 ui r� 4c cn c a� E 0 U m 0 cu Oc0 Revisions le m cu Oc0 . m ON m � � N cu U � U � L O 4) x LU 0 Q Page M of 1 TREE SIZE COMMENTS 5279 9 UNKNOWN DECIDIOUS 5280 9 UNKNOWN DECIDIOUS 5292 10 TWIN 5300 11 POPLAR 5301 12 POPLAR 5302 13 POPLAR 5303 11 POPLAR 5304 10 POPLAR 5306 8 POPLAR 5307 9 POPLAR 5308 8 POPLAR 5310 14 POPLAR 5319 12 POPLAR 5322 9 POPLAR 5323 9 UNKNOWN DECIDIOUS 5324 10 POPLAR 5325 9 POPLAR 5326 11 POPLAR 5328 9 POPLAR 5329 12 POPLAR 5330 10 POPLAR 5332 9 DEAD? 5338 8 POPLAR 5339 9 POPLAR 5340 12 POPLAR 5341 9 UNKNOWN DECIDIOUS 5342 10 UNKNOWN DECIDIOUS 5343 8 POPLAR 5344 9 POPLAR 5350 10 POPLAR 5357 10 POPLAR 5417 14 RED PINE 5418 12 RED PINE 5419 17 CEDAR 5420 12 RED PINE 5421 12 RED PINE 5422 12 RED PINE 5423 12 RED PINE 5424 13 RED PINE 5425 14 RED PINE 5426 12 UNKNOWN DECIDIOUS 5428 12 RED PINE 5429 12 CEDAR 5431 15 ASH 5432 8 CEDAR 5433 8 CEDAR 5434 8 CEDAR 5435 12 RED PINE 5436 8 RED PINE 5437 12 RED PINE 5438 12 RED PINE 5439 16 RED PINE 5440 12 RED PINE 5446 9 CEDAR 5448 9 CEDR 5449 8 CEDAR 5451 10 CEDAR 5452 10 CEDAR 5453 11 RED PINE 5454 9 RED PINE 5455 9 RED PINE 5456 9 DEAD TREE SIZE COMMENTS 5457 12 CEDAR 5459 10 CEDAR 5460 13 CEDAR 5462 8 CEDAR 5463 9 CEDAR 5464 8 CEDAR S46S 10 CEDAR 5466 9 CEDAR 5468 12 RED PINE 5469 12 RED PINE 5470 12 RED PINE 5471 9 RED PINE 5472 9 RED PINE 5473 12 RED PINE 5474 8 UNKNOWN DECIDIOUS 5475 12 RED PINE 5476 9 RED PINE 5477 15 RED PINE 5479 12 TWIN 5480 10 RED PINE 5481 8 ASH 5482 10 RED PINE 5483 15 RED PINE 5484 10 RED PINE 5485 9 RED PINE 5486 12 RED PINE 5487 13 RED PINE 5492 12 CEDAR 5493 12 UNKNOWN DECIDIOUS 5494 8 UNKNOWN DECIDIOUS 5495 10 CEDAR 5496 15 RED PINE 5498 13 RED PINE 5500 14 RED PINE 5501 8 UNKNOWN DECIDIOUS 5502 9 CEDAR 5503 9 CEDAR 5504 13 UNKNOWN DECIDIOUS 5505 9 RED PINE 5521 54 MAPLE 5528 30 MAPLE 5529 15 SPRUCE ALTA TABLE A NOTES: 8. SUBSTANTIAL FEATURES OBSERVED WHILE CONDUCTING THE FIELD WORK ARE SHOWN ON THE SURVEY. 16. NO EVIDENCE OF RECENT EARTH MOVING WORK OR BUILDING CONSTRUCTION WAS OBSERVED WHILE CONDUCTING THE FIELD WORK. 17. SURVEYOR IS UNAWARE OF ANY PROPOSED CHANGES TO STREET RIGHT OF WAY LINES. 18. NO WETLAND DELINEATION MARKERS SET BY A QUALIFIED SPECIALIST WERE OBSERVED WHILE CONDUCTING THE FIELD WORK. 19. PLOTTABLE OFFSITE EASEMENTS OR SERVITUDES, IF ANY ARE KNOWN TO THE SURVEYOR, ARE SHOWN ON THE SURVEY. ' I I I ' I WATERMAIN I I 4 --LINE FENCE PARALLEL WITH THE SOUTH LINE OF CONTOURS THE 2q, A- THE NW 1/4 OF SECTION X c12q 6 89 058 ' 28" W WATER VALVE 928 4k X1130.7 BOLLARD C, 7T �°3 X112$3X828.4X929.0 P27.6L- 325.23 + ' o' °.--FOUND I/2" IRON =279 A- thence easterly and parallel with the south line of said PIPE AT PARCEL C, ' a= I n� j ' i CORNER distance of 357.26 feet; thence westerly and parallel with EX FESo / ; X9211.11 N a distance of 325.23 feet to its intersection with the east NV=g2q.2- 14 P:612-387-9278 13. Easement for utility purposes in favor of the city of MINNESOTA 13 Hugo, as contained in the Utility Easement Grant, +��oa dated January 29, 1974, recorded June 26, 1974, as � X930.3 0P p� / 932.5 k X 5 X930.2 X831.4 X DATE REVISION �q3U m 932.5 g3L4 931.0 � 9� 04-06-18 INITIAL ISSUE 0 X929.9 Permit by the City of Hugo, recorded March 13, g3ag S LESS AN T2EE TRELINE SUBJECT PROPERTY. UNABLE TO BE SHOWN �� ANNDEBRUSH IN 66 I / m W -- X930.7 �. X1130.8 y"s NORTH -APP'0X LOCATION OF U x1131.2 3803703. (AFFECTS ENTIRE SUBJECT PROPERTY. 0 30 60 AND UG (NOT FIELD M KED) 0 1 9 U 8310-- _�q31 X931.5 ' I 932.5 rn3 o 931.1 CID o IEx FES 931.0 NV 928.2- 331.3 05 TELEPHONE PEDESTAL WATERMAIN 3* 4 --LINE FENCE PARALLEL WITH THE SOUTH LINE OF CONTOURS THE 2q, N 1/2 OF T31, R21 THE NW 1/4 OF SECTION X c12q 6 89 058 ' 28" W WATER VALVE 928 4k �h BOLLARD C, 7T �°3 X112$3X828.4X929.0 P27.6L- 325.23 + °� 928.7X z1, TE, =279 A- thence easterly and parallel with the south line of said CONTACT: A LL 0,2010 &25q�llX928.4 5322 X 828.6 o���,\� 5280 as 8° DIAMETER h 9�oR k ,� 5308 �F5323 0h AREA + X9298 53 °�A- UNE A- 9, 24 po 5 343 + 5306 0 X 930.6 m A 53 537' 93O 0 0 2 580 •? 9,0 43 53301 5302 326 340 930.8 930.: X928.5 00 C" 0, 05338 0 112 931 9`�0 a�F 301 03 r----�-----� 9 5328 SEE TREE NOTE 00 X 931.7 9 9� + OUOU ��. X OU 0U OU OU 5300 � 0 0� o- 932' 9325 /X g3L2 93/.5 831.4 31 -OU C, UTILITY 6 X 831.6 POLE � w� �Q) 1131.2 93 U ' 6 - o Q 931.7 C131.2O Xg31.8 LL X831.9 1131.5 o / ,?3/ 4 W �I 931.9 r- CUT OFF xg31.q 931.5 SIGN POST �O 0 ° ��' X932.0 W O ' _ 931. 831.11 830.1 � 113/.6 h I ' --7 4"x6" POST 932.7 6" O T _ i� (TYP.) J ' 9.32\ � X831.11 o 831.9 ' r 8316 W I 6 X 931.9 V X 1 rnhq `93/.8 o 5,931.7 ��11 X931.8 _--- - oza � ° � ,- --APPROX. LOCATION OF UT I i Q ti J C,/ a (0 AND UG (NOT FIELD MARKED) O ' x -�� CL °c� BITU 1NOUS 831.11 M, ' 932.8 nC 0,'S\ 932 / � 0 113 � m 3 X931.3 Li ' x� W -AB DONED x935.8 o SIGNQ5T - 932.2 \ N l/ ��+93j) 9� ��!� 1131.9 X 832.1 6 ci) N n] CV 0- !9 LLJ 932) ' X, OZ o ■ Z O X6130:8 X1131.8 � � 93 a v 113111 m - APPROX. LOCATION)F UT Ili AND UG (NOT FIELD MARKED) X831.5 n 931, m j 931.9 F� 552U ; E}32.7 9 93 9 ' O y 9-1 BITJMINO °------- o X931.4 X931.2 Um X.1j2.0 5529 J I 9 m 6 a.3 X831.7 03 3? ` 9 9�!8 2.. POST 0132- ' Z = W 932, 93 115 931.8 (TYP.) X93.7 = W T I I PROJECT BM: (n/ h X831.3 1 --1 I CONCRETE PAD \ ' - o \� I TNH=0133.48 Z V/ 11� A3 / L ----------J2 n\� W 6 X 331.7 932 �a3 11 O � w 3 Q Wz U ILITY �I��'----� UTILITY POLE °+ (No WIRES) S890 "�� 58 28 E , 832. I/ \_--FOUND 1/2" IRON _-LINE PARALLEL WITH THE SOUTH LINE OF q3L8 xgso.8 + PIPE AT PARCEL THE N 1/2 OF THE NW 1/4 OF SECTION °x31.4 CORNER 29, T31, R21 �x ' 1 -UT AND UG PER \ ' 66 j ' FIELD MARKINGS q3 1.7 45 O PARCEL AS SHOWN ON --� WASHINGTON COUNTY / q3. Q I HALF SECTION MAPPING I ' o J W LEGEND: SOUTH LINE OF THE N 1/2 OF THE NW 1/4 OF SECTION 2q, T31, R21 FOUND MONUMENT uT UNDERGROUND TELEPHONE 589 X58 Z8 'E ry CABLE TV PEDESTAL ou OVERHEAD UTILITY GUY WIRE U UNDERGROUND GAS -C, POWER POLE SANITARY SEWER ' n TELEPHONE MANHOLE >> STORM SEWER 5332 X 929.7 m,• 6 a`�A. X 829.6 \X92q.q �Xg 1.2 X q31.5 X 831.7 _�32k Xg3L8 X1131.5 X 031.4 X 931.8 v � rP TELEPHONE PEDESTAL WATERMAIN 3* SANITARY MANHOLE -x x FENCE ® FLARED END SECTION 1230 - CONTOURS X830.9 HYDRANT J ra WATER VALVE BITUMINOUS SURFACE O BOLLARD 1401LL H 5T N 7T TRAFFIC SIGN CONCRETE SURFACE X 950.0 SPOT ELEVATION z1, TE, the actual point of beginning of the tract to be described; CONIFEROUS TREE thence easterly and parallel with the south line of said CONTACT: DECIDUOUS TREE LL UNDERGROUND UTILITIES NOTES: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. GOPHER STATE ONE CALL LOCATE TICKET NUMBER(S) 180790766. SOME MAPS WERE RECEIVED, WHILE OTHER UTILITIES DID NOT RESPOND TO THE LOCATE REQUEST. ADDITIONAL UTILITIES OF WHICH WE ARE UNAWARE MAY EXIST. OTHER UTILITIES MAY EXIST ON THIS SITE THAT WERE NOT MARKED UP. 52g29�g32.5 -7j2 X 1131.8 NO BUILDINGS L ------------ J X932 0 Xg31.5 830.0 TREES LESS THAN 8" DIAMETER AND BRUSH IN THIS AREA I I I I I I I I I I ov<\-C�l oQQ1 I I _ n I X1129.4 929.6X q3'� 04X 05350 \ o X9211.8 9�9 n z X829.7 s+ Xg31.� N 1 C�z C\J CO X829.6 X930.0 X928.7 Oz 6931.21 Z X829;7 X 931.1 I�xl 10 I z 6(831.3 i 'lf X w J 6 � iii J I I / � o I% 0v+� k� �.7'v ° '+ --EX. SMH g3osx RIM=831.0 g317 0 TGK AUTOMOTIVE X830.6 3* I vv--iii.Y The following Legal Description is as shown on the First HUG 0 MN American Title Insurance Company title commitment X830.9 rn3 1 2 J All that part of the North Half of the Northwest Quarter of O a z Z Section 29, Township 31, Range 21, described as follows: 831.1 j 1401LL H 5T N tract and the east line of State Highway No. 61, as now widened to 1 1 1 feet; thence North 11 degrees 51 minutes 2 C �' z1, TE, the actual point of beginning of the tract to be described; '51 �m� 61 Q L ---J thence easterly and parallel with the south line of said CONTACT: X 331.3 LL feet; thence northerly at right angles to the last course a SULLIVAN-DAY CONSTRUCTION distance of 357.26 feet; thence westerly and parallel with Jack McGrath / a distance of 325.23 feet to its intersection with the east Project Manager 14 P:612-387-9278 13. Easement for utility purposes in favor of the city of MINNESOTA 13 Hugo, as contained in the Utility Easement Grant, +��oa dated January 29, 1974, recorded June 26, 1974, as TV Doc. No. 324293. (SHOWN ON SURVEY) / REVISIONS: 14. Easement for utility purposes in favor of the city of X831.4 X DATE REVISION dated January 29, 1974, recorded July 1 , 1974, as 03-28-18 PRELIMINARY ISSUE Doc. No. 324380. (SHOWN ON SURVEY) 04-06-18 INITIAL ISSUE 15. Subject to conditions contained in the Special Use Permit by the City of Hugo, recorded March 13, 1998, as Doc. No. 969655. (AFFECTS ENTIRE SUBJECT PROPERTY. UNABLE TO BE SHOWN GRAPHICALLY.) 16. Subject to the terms and conditions of the Development and Assessment Agreement, between the city of Hugo, and Zina Minich, dated July 27, NORTH N CYD 3803703. (AFFECTS ENTIRE SUBJECT PROPERTY. 0 30 60 UNABLE TO BE SHOWN GRAPHICALLY.) 9 �o CID o W Xg3L5 a �n x931.0 Q X d o C�z � n �r 932.0 z z Q o 0 X - X1131.6 C�l Xg31.5 z A w 1 � I 6 PEDESTAL r POSSIBLY x931.6 ABANDONDED--�� �� 0132 2 4 1)�1� 8321 4 Ngo ��o halo 3 SRS 9 °ryy ha �� 14 O w Y X 8323 U SROs Xg31L8 X X931.8 m 932.4 0,0 s x,�Q ?�� *SEE TREE NOTE a h a 5A uj S 5�0 1102 2----- - h \ s g3R X32 1 54n 544 j� X 5421 Q Lu OC SR �hh ��a ��h X. a s r � z 5p �� . ,r9 Zr' W h S6 t� 5 n 5496 r 5468 N 93 2.4 X 832.4 e I O d O N�� \ X 932.5 LL 9' 550 C3 �R6, A O S X�I �N5 5R h �V V 20. n h X932 0 616" +932 _9323 X32.3 9`3? 942 g32GX 832.0 UTILITY POLE 6 40�• �� /� 5 i� X832.4 (NO WIRES) o UTILITY EASENENT PER DOC. NO. 324283 ��,\ 13 Ex. SMH A. > > > > > > i > 0� RIM=832.3 EX. SMN 13 i 10" SANITARY (PER PLAN) Imo,; INV=g17.q(W) RIM=832.2 INV =q 16.3 lI I /�_ INV -g 17.8(N) A ---------------------L----� TOP411DROP F_ - - - - - IPE=827.6 I I I I I I I 1 I I I I I I FLOOD INFORMATION: 1 1 + THIS PROPERTY LIES WITHIN THE UNSHADED ZONE X, AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN, AS SHOWN ON FEMA FLOOD INSURANCE RATE MAP NUMBER 27163COI 38E HAVING AN EFFECTIVE DATE OF FEBRUARY 3, 2010. I 1 EXISTING PARKING: I I + THERE ARE 0 VISIBLE PARKING STALLS DESIGNATED ON THIS PARCEL INCLUDING 0 HANDICAP STALLS. BENCHMARKS: CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLLFREE: 1-800-252-1166 ELEVATIONS BASED AN ASSUMED VERTICAL DATUM USING GPS DERIVED VALUES. PROJECT BENCHMARK SHOWN ON THE SURVEY NEAR THE SOUTHWEST CORNER OF THE SUBJECT PARCEL. (NAVD 88) TREE NOTE: INDIVIDUAL TREES LOCATED ON THE SUBJECT PROPERTY ARE 8" CALIPER DIAMETER AND GREATER AND SHOWN ON THE SURVEY. THE TREE SIZE CRITERIA WAS SET FORTH BY THE CITY OF HUGO PLANNING DEPARTMENT. thence South 1 1 degrees 51 minutes West along said Highway line a distance of 365.0 feet to the actual point of beginning. (Abstract property) COUNTY/CITY: WASHINGTON C O �J IV TY AREA: CITY TOTAL AREA = 129,552 SQ.FT., MORE OR LESS, BEING OF 2.97 ACRES, MORE OR LESS ■■ U G O EASEMENT NOTES: TGK AUTOMOTIVE LEGAL DESCRIPTION: VICINITY MAP The following survey related exceptions appear in The following Legal Description is as shown on the First HUG 0 MN American Title Insurance Company title commitment , number NCS -8971 77-PHX1 , dated March 22, 2018: Q z All that part of the North Half of the Northwest Quarter of O a z Z Section 29, Township 31, Range 21, described as follows: TO SCALE) Beginning at the intersection of the south line of said 1401LL H 5T N tract and the east line of State Highway No. 61, as now widened to 1 1 1 feet; thence North 11 degrees 51 minutes 2 East, along said Highway line a distance of 501.4 feet to z1, TE, the actual point of beginning of the tract to be described; '51 �m� 61 Q L ---J thence easterly and parallel with the south line of said CONTACT: North Half of the Northwest Quarter a distance of 400 LL feet; thence northerly at right angles to the last course a SULLIVAN-DAY CONSTRUCTION distance of 357.26 feet; thence westerly and parallel with Jack McGrath the south line of said North Half of the Northwest Quarter a distance of 325.23 feet to its intersection with the east Project Manager line of State Highway No. 61 as now widened to 1 11 feet; P:612-387-9278 thence South 1 1 degrees 51 minutes West along said Highway line a distance of 365.0 feet to the actual point of beginning. (Abstract property) COUNTY/CITY: WASHINGTON C O �J IV TY AREA: CITY TOTAL AREA = 129,552 SQ.FT., MORE OR LESS, BEING OF 2.97 ACRES, MORE OR LESS ■■ U G O EASEMENT NOTES: VICINITY MAP The following survey related exceptions appear in Schedule B, Section Two on the First American Title Insurance Company title commitment number z y Q NCS -8971 77-PHX1 , dated March 22, 2018: Q z O a z Z 1 1 . The right to erect and to maintain temporary snow(NOT TO SCALE) fences on land adjacent to State Highway 61, as 1401LL H 5T N acquired in the Final Certificate by the state of Minnesota, recorded September 26, 1966, in Book 2 292 of Deeds, at page 513. (AREA DESCRIBED IN z1, TE, DOCUMENT LIES WITHIN THE STATE HIGHWAY 61 '51 �m� 61 Q L ---J RIGHT OF WAY) �� z LL 12. Easement for utility purposes in favor of the city of 12 Hugo, as contained in the Utility Easement Grant, dated January 29, 1974, recorded June 26, 1974, as Doc. No. 324291. (SHOWN ON SURVEY) SEC. 29, TWP. 31, RNG. 21, CITY OF HUGO, WASHINGTON COUNTY, 13. Easement for utility purposes in favor of the city of MINNESOTA 13 Hugo, as contained in the Utility Easement Grant, dated January 29, 1974, recorded June 26, 1974, as Doc. No. 324293. (SHOWN ON SURVEY) REVISIONS: 14. Easement for utility purposes in favor of the city of 14 Hugo, as contained in the Utility Easement Grant, DATE REVISION dated January 29, 1974, recorded July 1 , 1974, as 03-28-18 PRELIMINARY ISSUE Doc. No. 324380. (SHOWN ON SURVEY) 04-06-18 INITIAL ISSUE 15. Subject to conditions contained in the Special Use Permit by the City of Hugo, recorded March 13, 1998, as Doc. No. 969655. (AFFECTS ENTIRE SUBJECT PROPERTY. UNABLE TO BE SHOWN GRAPHICALLY.) 16. Subject to the terms and conditions of the Development and Assessment Agreement, between the city of Hugo, and Zina Minich, dated July 27, NORTH 2010, recorded August 19, 2010, as Doc. No. 3803703. (AFFECTS ENTIRE SUBJECT PROPERTY. 0 30 60 UNABLE TO BE SHOWN GRAPHICALLY.) SURVEY NOTES: 1 . BEARINGS ARE BASED ON COORDINATES SUPPLIED BY PROJECT LOCATION: THE WASHINGTON COUNTY SURVEYORS OFFICE. 2. UNDERGROUND UTILITIES SHOWN PER GOPHER STATE ONE CALL LOCATES AND AS-BUILTS PLANS PROVIDED BY THE CITY OF HUGO. 3. THERE MAY BE SOME UNDERGROUND UTILITIES; GAS, FOREST BLVD NORTH ELECTRIC, ETC. NOT SHOWN OR LOCATED. PID#2903121220001 CERTIFICATION: Suite #1 To: First American Title Insurance Company: This is to 6750 Stillwater Blvd. N. certify that this map or plat and the survey on which it is Stillwater, MN 55082 based were made in accordance with the 2016 Minimum Phone 651.275.8969 Standard Detail Requirements for ALTA/NSPS Land Title Fax 651 .275.8976 Surveys, jointly established and adopted by ALTA and dan@ NSPS, and includes Items 1, 2, 3, 4, 7(a), 7(b)(1), 7(c) 8, cssurveynet 9, 1 1 , 16, 17, 18, and 19 of Table A thereof. The field work was completed on March 22 and 27, 2018. CORNERSTONE LAND SURVEYING, INC. Dated: 4-06-18 Revised: By CORNERSTONE Daniel L. Thurmes Minnesota License No. 25718 The First American Title Insurance Company title LAND SURVEYING, INC. commitment number NCS -8971 77-PHX1 , dated March 22, 2018 as listed on this survey was relied upon for FILE NAME SURVZZ108A matters of record. Other easements may exist that were PROJECT NO. ZZ05108A not shown in this commitment and are not shown on this survey. CERTIFICATE OF SURVEY June 15, 2018 Mr. Michael Lindau City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Water's Edge Stormwater Reuse City of Hugo, MN WSB Project No. 1904-612 Dear Mr. Lindau: 178 East 9th Street, Suite 200 1 St. Paul, MN 55101 1 (651) 286-8450 Please find enclosed Construction Change Order No. 1 for the above referenced project in the amount of $3,689.56. This change order is for the addition of eight quick couplers which allows the stormwater reuse system and the HOA's system to be separated easily at each of the irrigation connections. This separation using quick couplers, other than the valve originally shown, is needed if the stormwater reuse system is winterized before the HOA winterizes their system. Additionally, the quick connect couplers ensure no water will be able to flow back into the reuse system. Once approved, please have the change order signed by the appropriate City officials and return two copies to our office, one for our records and one for the contractor. If you have any questions or comments, please contact me at (651) 286-8466. Thank you. Sincerely, WSB & Associates, Inc. r Gre Johnson, PE Water Wastewater Group Manager Attachments cc: Steve Duff, City of Hugo Mark Erichson, WSB & Associates, Inc. kkp Building a legacy — your legacy. Equal Opportunity Employer I wsbeng.com K:101904-6121Admin\ConsWction AdminlChengs Orders\1904.812 LTR 001 to Cty 061518.d— 6-V "11 Josh Pansch Senior Planner Copy sent via E -Mail: Buck Craig, Permits Nancy Jacobson, Design Russell Owen, Met Council Bryce Fossand, Water Resources Ashley Roup, Right of Way Kaare Festvog, Traffic Ryan Coddington, Area Engineer Adam Josephson, Area Manager SECTION 0126 63 CHANGE ORDER Change Order No., 1 Date June 11..2018 Agreement Date June 5, 2017 WATER'S EDGE STORMWATER REUSE PROJECT Owner: City of Hugo, MN Class of Work: Stormwater Reuse Contractor: The following changes are hereby made to the Contract Documents: Justification: Change to Contract Price: $__.. 3.689.56 Original Contract Price: $ 347.900.00 Current Contract Price adjusted to previous Change Order: $ 347.900.00 The Contract Price due to this Change Order will be (increased) by $ 3,689.56 The new Contract Price including this Change Order will be $_ 351,589.56 Change to Contract Time _ None _ The Contract Time will be (increased) (decreased) by _ NA _ _ calendar days. The date for completion of all work will be _ __ _____September 15. 2017 (Date). Approvals Required: To be effective, this Change Order must be approved by the Owner and the Contractor as required by the Contract Documents. Requested by: June 11, 2018 (Engine — WS Associates, Inc.) (date) Ordered by: (Owner) Accepted by: (Contractor) (date) June 14, 2018 (date) WATER'S EDGE STORMWATER REUSE DIVISION 1 CITY OF HUGO, MN SECTION 0126 63 WSB PROJECT NO. 1904-612 PAGE 1 CHANGE ORDER NO '1 , Water's Edge Storm Water Reuse June 11, 2018 City of Hugo, MN WSB PROJECT NO.: 1904-612 OWNER: City of Hugo 14669 Fitzgerald Ave N. Hugo, MN 55038 CONTRACTOR: Peterson Companies, Inc. 8326 Wyoming Trail Chisago City, MN 55013 YOU ARE DIRECTED TO MAKE THE FOLLOWING CHANGES IN THE CONTRACT DOCUMENT DESCRIPTION: 1. Add $3,689.56 to the contract amount to install 8 quick couplers IT IS UNDERSTOOD THAT THIS CHANGE ORDER INCLUDES ALL ADDITIONAL COSTS AND TIME EXTENSIONS WHICH ARE IN ANY WAY, SHAPE, OR FORM ASSOCIATED WITH THE WORK ELEMENTS DESCRIBED ABOVE. CHANGE IN CONTRACT PRICE: ORIGINAL CONTRACT PRICE: PREVIOUS CHANGE ORDERS: CONTRACT PRICE PRIOR TO THIS CHANGE ORDER: NET INCREASEIDECREASE OF THIS CHANGE ORDER: CONTRACT PRICE WITH ALL APPROVED CHANGE ORDERS: RECOMMENDED BY: APPROVED BY: 1. pljj F, mss CHANGE IN CONTRACT TIME: $347,900.00 ORIGINAL CONTRACT TIME: 9/15/2017 $0.00 NET CHANGE FROM PREVIOUS CHANGE ORDERS: NONE $347,900.00 CONTRACT TIME PRIOR TO THIS CHANGE ORDER: 9/15/2017 $3,689.56 NET INCREASE OF CHANGE ORDER: NONE $351,589.56 CONTRACT TIME WITH APPROVED CHANGE ORDERS 9/1512017 APPROVED BY: r CONTRACTOR SIGNATURE WSB & ASSOCIATES, INC. PETERSON COMPANIES, INC. ENGINEER CONTRACTOR CITY ENGINEER DATE CITY ADMINISTRATOR DATE x•mfnne.Ff�indn n�rna��n.rrar a,ia,mtrh-- tlyd irhan..a nmiarun f . Hnnn IW fan. Fdna Rfnnnw farRa.—rn 9 CH�111GE t1RDER:;NO 1 DfTA1`L= Water's Edge Storm Water Reuse City of Hugo, MN WSB PROJECT NO.. 1904612 ADDED ITEMS June 11, 2018 Rem No. Mat. No. Description Qty Unit Price Extended Amount 1 Foreman w/truck 12 HR $115.00 $1,380.00 2 Labor 12 HR $82.00 $984.00 3 HDPE Saddle 8 EA $27.68 $221.44 4 Quick Coupler Key 2 EA $56.62 $113.24 5 10" Carson Box 8 EA $15.66 $125.28 6 Swing Joint 8 EA $36.03 $288.24 7 Quick Coupler 8 EA $72.17 $577.36 TOTAL ADDED ITEMS CHANGE ORDER NO. 1 DELETED ITEMS $3,689.56 Item No. Mat. No. Description Qty Unit Price Extended Amount TOTAL DELETED ITEMS CHANGE ORDER NO. 1 $0.00 TOTAL ADJUSTMENT TO ORIGINAL CONTRACT AMOUNT $3,689.56 -: CITY OF 41WG0 EST. 1906 14669 Fitzgerald Avenue North, Hugo, MN55038 • (651) 762-6300 • www.ci.hugo.mn.us TO: Honorable Mayor Tom Weidt and Members of the City Council FROM: Ron Otkin, Finance Director SUBJECT: Approve 2019 Salary Matrix and Mid -Term Salary Adjustments DATE: For the City Council Meeting of July 2, 2018 DESIRED COUNCIL ACTION Adoption of Consent Agenda Including Approval of 2019 Salary Matrix and Mid -Term Salary Adjustments BACKGROUND In 2001, the City Council adopted a salary matrix consistent with cities of comparable size to the City of Hugo, and a step structure that would allow employees to grow in their positions and be compensated accordingly. The matrix was prepared by Helping Minnesota Cities, Inc., independent from the Council and City staff to ensure impartiality, but more importantly, to reflect the current market's salaries and wage rates. This original matrix contained 11 pay grades. Each pay grade contained a minimum salary and six steps employees could climb to get to their pay grade maximum. In 2009, due to market conditions, an additional pay grade was added. The matrix has been a valuable tool for attracting and retaining city employees. Each year the Finance Department compares our matrix to other metro area cities as well as to economic gauges, such as the Consumer Price Index. The matrix is then periodically updated to reflect inflation and current market conditions. The following is the matrix being used in 2018: 2018 Salary Step Structure Pay Grade Minimum Step 1 Step 2 Step 3 Step 4 Step 5 Maximum 1 $29,658 $30,994 $32,387 $34,076 $35,367 $36,959 $38,637 2 33,366 34,867 36,437 38,076 39,788 41,580 43,467 3 37,537 39,225 40,991 42,835 44,763 46,777 48,900 4 42,228 44,129 46,115 48,191 50,358 52,012 55,012 5 47,507 49,644 51,878 54,213 56,651 59,201 61,888 6 53,445 55,850 58,363 60,990 63,732 66,603 69,623 7 60,125 62,830 65,657 68,613 71,700 74,927 78,328 8 67,641 70,683 73,866 77,188 80,662 84,291 88,118 9 76,097 79,520 83,099 86,837 90,746 94,830 99,132 10 85,609 89,460 93,486 97,694 102,090 106,684 111,525 11 96,310 100,642 105,173 109,905 114,850 120,020 125,466 12 108,350 113,224 118,318 123,643 129,207 135,023 141,149 2019 Salary Matrix Page 2 The Finance Department recently compared the compensation for each City position with those of other metro area cities of comparable population. Based on this analysis staff is recommending the following adjustments to the matrix for the 2019 fiscal year: Adjusting the matrix upward by 3% and adding two additional pay grades (13 and 14). The Consumer Price Index for All Urban Consumers (CPI -U) in the Midwest advanced 2.3 percent from May 2017 to May 2018. The energy index, which includes motor fuel, rose 11.3 percent and food prices increased 1.0 percent. Excluding food and energy, the CPI -U was up 1.7 percent over the year. But the cost for gasoline rose 7.7 percent in the month of May alone. This leads me to believe that adjusting the salary matrix by 3% will help our employees maintain their buying power going into 2019. Also, based on current market conditions, it is necessary to add two more pay grades to the matrix. The following matrix will then be used for assembling the 2019 operating budget and salary resolution: *Subject to compensation limits contained in Minn. Statute 43A.17 Periodically the City Administrator recommends moving a position to a higher pay grade based on a performance evaluation. City Administrator Bryan Bear is recommending that the City Clerk be moved from Pay Grade 7 Maximum (2018 matrix) to Pay Grade 8 Step 4 (2018 matrix) effective with the payroll period beginning 06/25/18 and ending 07/08/18. Also, on June 25t", the Mayor and City Council conducted the annual performance evaluation of City Administrator Bryan Bear and are recommending moving his position from Pay Grade 12 Maximum (2018 matrix) to Pay Grade 13 Step 5 (2019 matrix) effective with the payroll period beginning 06/25/18 and ending 07/08/18. This would then align the pay range for the City Administrator closer to what other area cities are either paying or including in their recruitment materials. It is, of course, also meant to recognize him for his superb management and leadership skills. RECOMMENDATIOaN The Finance Director recommends Adoption of Consent Agenda Including Approval of 2019 Salary Matrix and Mid -Term Salary Adjustments 2019 Salary Step Structure Adjustment 103.00% 103.00% 103.00% 103.00% 103.00% 103.00% 103.00% Pay Grade Minimum Step 1 Step 2 Step 3 Step 4 Step 5 Maximum '1 $30,547 $31,924 $33,359 $35,098 $36,428 $38,068 $39,796 2 34,367 35,913 37,530 39,219 40,982 42,828 44,771 3 38,663 40,401 42,221 44,120 46,106 48,181 50,367 4 43,494 45,453 47,498 49,636 51,869 54,203 56,662 5 48,932 51,133 53,434 55,839 58,351 60,977 63,745 6 55,048 57,526 60,114 62,820 65,644 68,601 71,712 7 61,929 64,715 67,627 70,671 73,851 77,175 80,677 8 69,671 72,804 76,082 79,504 83,082 86,819 90,761 9 78,380 81,906 85,592 89,442 93,468 97,675 102,106 10 88,177 92,143 96,291 100,625 105,153 109,884 114,870 11 99,199 103,662 108,328 113,202 118,295 123,620 129,230 12 111,601 116,621 121,868 127,353 133,083 139,074 145,383 13 125,551 131,199 137,101 143,272 149,718 156,458 163,556 14 141,245 147,599 154,239 161,181 168,433* 1 d6,io o 184,000* *Subject to compensation limits contained in Minn. Statute 43A.17 Periodically the City Administrator recommends moving a position to a higher pay grade based on a performance evaluation. City Administrator Bryan Bear is recommending that the City Clerk be moved from Pay Grade 7 Maximum (2018 matrix) to Pay Grade 8 Step 4 (2018 matrix) effective with the payroll period beginning 06/25/18 and ending 07/08/18. Also, on June 25t", the Mayor and City Council conducted the annual performance evaluation of City Administrator Bryan Bear and are recommending moving his position from Pay Grade 12 Maximum (2018 matrix) to Pay Grade 13 Step 5 (2019 matrix) effective with the payroll period beginning 06/25/18 and ending 07/08/18. This would then align the pay range for the City Administrator closer to what other area cities are either paying or including in their recruitment materials. It is, of course, also meant to recognize him for his superb management and leadership skills. RECOMMENDATIOaN The Finance Director recommends Adoption of Consent Agenda Including Approval of 2019 Salary Matrix and Mid -Term Salary Adjustments AGREEMENT FOR ASSESSMENT SERVICES THIS AGREEMENT, made and entered into this day of , 2018 by and between the City of , a Minnesota municipal corporation, herein referred to as the "City", and Washington County, a body politic and corporate, herein referred to as "Washington County" pursuant to the authority contained in Minnesota Statutes 471.59, which authorizes the joint and cooperative exercise of powers common to contracting parties and Minnesota Statute 273.072 Subd. 1, which provides that a county and city or town may, by agreement entered into under 471.59 provide for the assessment of property in the municipality or town by the county assessor. WITNESS: WHEREAS, the City desires to retain Washington County and the Washington County Assessor to perform assessment services for the City; and WHEREAS, Washington County desires to perform assessment services required by the City; and WHEREAS, the City and Washington County deem it mutually advantageous to set forth the terms and conditions of their relationship in writing; NOW, THEREFORE, the parties hereto agree that the following shall constitute joint agreement for assessment services: SECTION ONE -PARTIES The City hereby contracts with Washington County to perform, and Washington County hereby agrees to perform, the assessment services hereinafter described. SECTION TWO -SERVICES Washington County Assessor shall perform all assessment services required by State statute and the City. Such services shall include, but are not limited to the following: a. Appraisal of all real and personal property located within the City. b. Interprets regulations, rules and legislative changes to the City Council, Realtors, bankers, citizens and civic groups as necessary or upon request. Answers questions/concerns regarding property values and classifications. d. Draws and calculates "splits" of real estate sales reflective of joint ownership of land parcels. e. Maintains a listing of the assessment of each and every parcel of property within the City. f. Each parcel of property within the City shall be reviewed at least once every five years. It is the intention of the parties that the Washington County Assessor shall make every effort to view and revalue approximately one-fifth of the parcels during each year that this Agreement remains in force. g. Holds and staffs an annual Board of Appeal or Open Book Meeting. The format of this appeals meeting will be at the discretion of the City and guided by Minn. Stat. § 274.01, ITIOM h. Interprets and applies regulations, rules and legislative changes to other appraisers, real estate professionals, citizens and civic groups, other governmental bodies and personnel as necessary and upon request. Answers property owner questions/concerns regarding appraisal practices, property values and classifications. Draws and interprets maps, charts and other descriptions to assist property owners in understanding the process. Develops land and building valuation schedules; conducts statistical analysis to support appraisal decisions, and oversees Computer Aided Mass Appraisal system (CAMA) table adjustments; and draws and calculates "splits" of real estate and new plats of property, including land areas, classes and valuations. Conducts statistical surveys to support appraisal decision e.g., current sales study using the CAMA system. k. Coordinates research of complex appraisal issues, reviews, investigates and makes recommendations on applications for abatement or other reduction of assessed value. 1. Coordinates collection of sales information and annual assessment activities in apartment, commercial, industrial, residential and personal property markets. In. Coordinates the valuation and classification of exempt properties, including interpreting laws applying to exempt organizations and processing exemption requests. n. Manages state tax court petitions and coordinates TIF assessment functions with the city. Provides values to city for various projects in which there may be an assessment agreement. o. Investigates and handles all applications for abatement or reduction of assessed value. P. Provides a report of assessment activities (Assessment Report) each year prior to the appeals period. SECTION THREE -AGREEMENT PRICE The City shall pay a fee to the County each year for assessment services based on the parcel mix located within each community. The assessment fee schedule is approved by the County Board each year and establishes the fee associated with each property use. The County will utilize the same fee schedule for all of its contract communities. The City will be billed for assessing services upon the completion of the assessment cycle. The County will provide an invoice to the City no later than June 1 of each year payable on or around July 1. SECTION FOUR -INDEPENDENT CONTRACTOR It is understood and agreed between the parties that the Assessor is an independent contractor and not an employee of the City. The Assessor shall be responsible for furnishing its own transportation, books and any other documents or items of personal property required to perform the services. The City shall not be required to maintain any insurance coverage needed in connection with the performance of the Assessor's services, including but not limited to automobile liability insurance, workers compensation insurance and public liability insurance. SECTION FIVE -DURATION AND TERMINATION This Agreement shall commence on July 1, 2018 and remain in force until terminated by either parry giving the other party a six-month written notice of its intent to terminate the Agreement per Minnesota Statute 273.072 Subd. 4. IN WITNESS WHEREOF, the parties hereto have made and executed this Agreement the day and year first above written. CITY OF By Mayor Attest City Clerk WASHINGTON COUNTY By County Board Chair By County Administrator Recommended By: Jennifer Wagenius Director, Property Records and Taxpayer Services Approved as to form by: George Kuprian Assistant Washington County Attorney To: Mayor and Council From: Chair Cynthia Schoonover, Hugo Historical Commission Date: June 27, 2017 Re: Hopkins School House Memorandum At the Historical Commission meeting on June 19, 2018, the Commission discussed the findings of the formal evaluation of the Hopkins Schoolhouse by NewStudio Architecture of WBL. Oliva Schiffman, the Historical Commission intern at that time, facilitated the application for and the receiving of the Legacy grant which allowed the city to hire NewStudio Architecture to complete the initial study of the building. Olivia's recommendations at that time were to patch the schoolhouse roof and to pursue National Register listing. The Commission agreed with this recommendation and it was presented to the Hugo City Council on June 191h. At that time, the Council accepted the Commission's recommendation to patch the hole in the roof and to pursue listing on the National Register. Council also requested information on what a public-private partnership would look like. The MN State Historic Preservation Office (SHPO) has notified the City that, based on the information from this initial study, the property appears eligible for listing on the National Register of Historical Places. However, it is possible the substantial additional research required to complete the formal nomination may reveal information that renders the property ineligible. We are in the process of closing out the first Legacy grant and will apply for another grant to complete the additional research required in the application for listing. Whether the Hopkins Schoolhouse can be placed on the National Register is unknown at this time. Oneka Roofing, Inc., examined the roof of the Hopkins Schoolhouse and determined it was unable to be repaired. The cost of a new roof was estimated at approximately $15,000. The estimate of the new roof does not take into consideration the restrictions on materials that would occur if it were to be placed on the National Register. The Commission is requesting Council form a committee to make decisions for the schoolhouse and explore the future use of the building. Committee work would include but is not limited to: - the exploration of the public-private partnership - making decisions for the schoolhouse based on the research findings and application outcome - the cleaning out of the schoolhouse - getting bids, hiring of contractors, and overseeing of work performed The Commission suggests the following members for the Committee: Council Member Historical Commission Member Planning Commission Member EDA Member Parks Commission Member Staff Members of the Public (2) The Commission requests Council approve this committee to work on items related to the Hopkins Schoolhouse. Congratulations! Deputy Brandon Yetter of the Washington County Sheriffs Department is the recipient of the 2017 James Trudeau Law Enforcement Award! Please Join Us in Honoring Deputy Brandon Yetter! Deputy Yetter will receive his award on Tuesday, June 26th during the Washington County Board Meeting which begins at 9am at the Washington County Government Building. A reception will be held immediately following the presentation at the Government Building. The public is invited and expected to attend. Deputy Yetter was nominated by his Sargent Joel Legut for his outstanding service to youth. Deputy Brandon Yetter has served the Scandia, MN community and Washington County for 6 years. He has built a strong and lasting relationship with youth and families in the community through the following activities: • Teaching DARE to the youth at the local school in a way that engages the youth and captures their attention and builds their excitement and ability to stand up for themselves. • Taking time out of his day to stop at the school for lunch with the kids and to play with them on the playground. • Stopping at the local parks to engage with youth, teens and their families making sure they are all doing well. • He is recognized in the Scandia Community as someone they can lean on and trust when assistance is needed. They count on him to keep them strong and guide them in the right direction. • He is heavily involved in community engagement throughout the county through programs like: Fish with a Cop, Shop with a Cop, Cones with a Cop, Night to Unite, giving community presentations on safety and other topics, the County Fair and much more. * 1 �� rAMILY ()rqcEl& r Plus explore the vehicles and equipment of the Washington County Sheriffs Office, Hugo Public Works, and the Hugo Fire I .................................................... JOIN US ON THE V$ � JTJLY ^i it'hile'flc Park 5:00 PM to 7:30 PM Music starts at 6:30 pm SEEYOU7'EWMI Find out more: www.ci.hugo.mn.us 0 0 0 July O July August 2018 Su Mo Tu Wea Th Fr Sa Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 1 2 3 4 8 9 10 11 12 13 14 5 6 7 8 9 10 11 15 16 17 18 19 20 21 12 13 14 15 16 17 18 22 23 24 25 26 27 28 19 20 21 22 23 24 25 29 30 31 26 27 28 29 30 31 SUNDAY MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY SATURDAY Jul 1 2 3 4 5 6 7 7:00pm City Council Independence Da Meeting 8 9 10 11 12 13 14 6:30pm BOZA 7:00pm Planning Commission 15 16 17 18 19 20 21 5:00pm EDA Meets 7:00pm Parks 5:00pm Family Concert 7:00pm City Council Meeting (Hanifl Fields) 6:00pm Commission Interviews (Conference Room) 22 23 24 25 26 27 28 5:00pm Burger Night 6:30pm BOZA (Hugo Legion) 7:00pm Planning Commisison 29 30 31 Aug 1 2 3 4 Meetings in Green are Scheduled/Posted meetings. 1 6/27/2018 4:00 PM A �� O August 2018 September 2018 Su Mo Tu We Th Fr Sa Su Mo Tu We Th Fr Sa 1 2 3 4 1 5 6 7 8 9 10 11 2 3 4 5 6 7 8 12 13 14 15 16 17 18 9 10 11 12 13 14 15 19 20 21 22 23 24 25 16 17 18 19 20 21 22 26 27 28 29 30 31 23 24 25 26 27 28 29 30 SUNDAY MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY SATURDAY Jul 29 30 31 Aug 1 2 3 4 5 6 7 8 9 10 11 6:30pm BOZA 7:00pm City Council Meeting 7:00pm Planning Commission 12 13 14 15 16 17 18 7:00pm Parks 19 20 21 22 23 24 25 7:00pm City Council 5:00pm EDA Meets 5:00pm Burger Night 6:30pm BOZA Meeting (Hugo Legion) 7:00pm Planning Commisison 26 27 28 29 30 31 Sep 1 1:00pm Xcel Grand Opening (13620 Fenway Blvd) Meetings in Green are Scheduled/Posted meetings. 2 6/27/2018 4:00 PM The following items were distributed at the meeting. Agenda Number G.7 and G.8 CITY OF HUGO COMMUNITY DEVELOPMENT DEPARTMENT PLANNING AND ZONING APPLICATION STAFF REPORT TO: Bryan Bear, City Administrator FROM: Rachel Juba, Community Development Director SUBJECT: TGK Automotive and Premier Bank. Property Rezoning from Neighborhood Service (NS) to General Business (C-2) TGK Automotive. Site Plan review for an 11,270 square foot auto repair building located at 13891 Forest Boulevard North DATE: June 29, 2018, for the City Council Meeting on July 2, 2018 COMPREHENSIVE PLAN: Commercial (COM) ZONING: Neighborhood Service (NS) REVIEW DEADLINE: July 28, 2018 1. PLANNING COMMISSION UPDATE: The Planning Commission held a public hearing and consider the requests at its Thursday, June 28, 2018, meeting. There was one resident, besides the applicants, that spoke at the public hearing. The applicants thanked the Commission for considering the their requests. The resident asked about the hours of operation, the proposed lighting for the site, and the proposed turn lane on Highway 61. Staff stated that the lighting met the ordinance standards and they are required to be downcast light fixtures. Staff also stated that MnDOT is requiring a northbound right turn lane with the development. The applicant stated that the hours of operation will likely be 7 a.m. to 6 p.m. Monday - Friday, and possibly 8 a.m. to 12 p.m. on Saturday. The Planning commission was comfortable with the rezoning requests for the five properties. They also liked the site plan and the architecture of the building. The Planning Commission unanimously recommended approval of the resolution and ordinance for the rezoning application and approval of the resolution for the site plan application. Broker; Referral Fee, Compensation Agreement Date; Seller; Buyer; _ assigns. Broker; Property; Including any/all affiliates or Seller agrees to pay Broker a Referral Fee; of $10,000, for the introduction of a potential Buyer to the Seller subject to satisfaction of the other conditions hereof: Broker's Fee shall be due and payable upon closing of the sale and transfer of the subject property from Seller to Buyer in the event the above- described property is actually sold by Seller to the above -listed Buyer on terms satisfactory to the City in its sole discretion on or before . The Seller has no obligation to sell the property to Buyer or to negotiate with Buyer. The Seller may explore options for potential sale with Buyer but has no duty to pursue negotiations or a sale with the identified Buyer, exclusively or otherwise. The parties disclaim any verbal agreements or representations relating to the subject matter hereof. The purchase price will be at the amount agreed upon between the buyer and the seller a written, executed purchase agreement. Seller and Buyer understand that Broker is not representing either party and Broker and Seller disclaim any representation of Seller by Broker. Seller; By Broker; BY Its Date Date Buyer consent; BY �_ Its ..Date_ ...... -