Loading...
HomeMy WebLinkAbout2018.05.07 CC Packet00 14669 Fitzgerald Avenue North • Hugo. MN 55038 A. CALL TO ORDER B. ROLL CALL C. PLEDGE OF ALLEGIANCE AGENDA HUGO CITY COUNCIL MEETING HUGO CITY HALL MONDAY, MAY 7, 2018 — 7 P.M. D. MOMENT OF SILENCE FOR SERGEANT JOE BERGERON E. APPROVAL OF MINUTES 1. April 11, 2018 Street Project Open House 2. April 12, 2018 Local Board of Appeals and Equalization 3. April 16, 2018 City Council Meeting 4. April 28, 2018 Dedication Ceremony for Homes for Habitat 5. April 28, 2018 Kidz `n Biz Festival F. APPROVAL OF AGENDA G. APPOINTMENTS/PRESENTATIONS 1. Good Neighbor Days — Lions Members Dan Balthazor and Craig Tracy H. CONSENT AGENDA All matters listed under the Consent Agenda are considered to be routine by the City Council and will be enacted by one motion and a roll call vote. If a member of the City Council or the public wishes to discuss an item, that item will be removed from the Consent Agenda and will be considered separately. 1. Approval of Claims 2. Approve Annual Performance Review for Parks Planner Shayla Denaway 3. Approve Special Event Permit for Blue Heron Grill Tent Party on June 22 and 23, 2018 4. Approve Special Event Permit for MS 150 Bike Tour on June 10, 2018 5. Approve Special Event Permit for Technicolor Fun Run on June 9, 2018 6. Approve Agreement with Elavon for Credit Card Merchant Account 7. Approve Hiring of Public Works Seasonal Employees 8. Approve Final Plat and Development Agreement for Adelaide Landing 2nd Addition 9. Approve Temporary On -sale Liquor License for the Lions Club for Good Neighbor Days 10. Approve Resolution Approving the Pursuance of Agreement with MnDOT for Improvements to the TH61/170d' Intersection Landscaping 11. Approve Resolution and Master Partnership Agreement with MnDOT I. PUBLIC HEARING 1. Vacation of Drainage and Utility Easement Adelaide Landing Outlot A J. UNFINISHED BUSINESS 1. Update on White Bear Lake Lawsuit K. NEW BUSINESS 1. Approve Schwieters Properties LLP, Final Plat, Text Amendment, Site Plan, and CUP L. VISITOR PRESENTATIONS 1. No visitor presentations scheduled M. COUNCIL PRESENTATIONS 1. Update on the Yellow Ribbon Network N. ADMINISTRATIVE PRESENTATIONS 1. Schedule Annual Performance Review for City Administrator Bryan Bear 2. Gravel Roads Workshop on Monday, May 14, 2018 3. Law Enforcement Memorial Day on Tuesday, May 15, 2018 O. ADJOURNMENT BACKGROUND MEMO FOR THE CITY COUNCIL MEETING ON MAY 7.2018 D.1 Moment of Silence for Sergeant Joe Bergeron The Mayor will call for a moment of silence to remember Hugo resident and Maplewood Police Sergeant Joe Bergeron who was killed in the line of duty eight years ago while responding to a carj acking. E.1 Minutes for the April 11, 2018 Street Proiect Open House E.2 Minutes for the April 12, 2018 Local Board of Appeals and Equalization E.3 Minutes for the April 16, 2018 City Council Meeting EA Minutes for the April 28, 2018 Dedication Ceremony for Homes for Habitat E.5 Minutes for the April 28, 2018 Kidz In Biz Festival Staff recommends Council approve the above minutes as presented. G.l Good Neighbor Days — Lions Members Dan Balthazor and Craig Tract/ The Hugo Good Neighbor Days Festival will be held Thursday, June 7th - Sunday, June 1 Oth in Lions Park. The Hugo Lions Club will run the event similar to past years to include a parade, music, food, beer garden, petting zoo, carnival rides, trout pond, and fireworks. Lions Dan Balthazor and Craig Tracy will be in attendance to answer any questions the Council may have and will request the Council co-sponsor the event by waiving the Special Event Permit fee and providing police protection for the event, as in the past. H.1 Approval of Claims Staff recommends Council approve the Claims Roster as presented. H.2 Approve Annual Performance Review for Parks Planner Shavla Denaway Shayla Denaway was hired on May 11, 2009, as the Economic Development/Parks Intern. On May 3, 2010, Council approved promoting Shayla as the new Parks Planner. Public Works Director Scott Anderson recommends approval of the annual performance review for Parks Planner Shayla Denaway H.3 Approve Special Event Permit for Blue Heron Grill Tent Party on June 22 and 23, 2018 The Blue Heron Bar and Grill, 14725 Victor Hugo Boulevard, has applied for a Special Event Permit for their annual outdoor tent party to be held on Friday, June 22 and Saturday, June 23, 2018. A Special Event Permit approved by Council is necessary because alcohol will be sold outdoors, over 200 people are expected to attend, it will extend after dark, and there will be amplified music. Bands will play from 6-8 p.m. and 9-midmight on each day. The music will be outdoors in a tent adjacent to the west entrance of the building. This event has been held for the past five years with improvements made each year. Staff recommends Council approve the Special Event Permit for the Blue Heron Grill Tent Party subject to the conditions in the memo to Council. HA Approve Special Event Permit for MS150 Bike Tour on June 10, 2018 The MS Society has applied for a Special Event Permit for their annual bicycle event. This requires a permit because there will be between 3,500-4,000 riders, and trails and streets in Hugo will be used. The MS 150 is a fundraising event where riders begin in Duluth and ride to Century College in White Bear Lake. The event will be held on June 9-10, 2018. On the second day, riders will be traveling south through Hugo on the Hardwood Creek Trail and the shoulder of TH61 between 10:00 a.m. and 4:30 p.m. MS 150 has contacted the Hugo Fire Department who will be helping with first aid at the Bald Eagle Lake rest stop, and the Washington County Sheriff's Office has been notified. The MS 150 has been held successfully for the past several years. Staff recommends Council approve the Special Event Permit for the MS 150 on June 10, 2018 H.5 Approve Special Event Permit for Technicolor Fun Run on June 9, 2018 Children's Performing Arts has submitted a Special Event Permit application for approval of a 5K Technicolor Run on Saturday, June 9, 2018. This event requires a Special Event Permit approved by Council because the event is expected to draw between 150-300 participants and will include the use of City property and trail. The Technicolor Run is a fund-raising community event that will take place on the Hardwood Creek Trail and begin and end at Lions Park. This Color Run is being held in conjunction with Hugo Good Neighbor Days, and the applicant has worked closely with the Lions Club on the details of the event. The run is anticipated to be concluded by 10:30 a.m. prior to the beginning of the Good Neighbor Days Parade at 11:00 a.m. Staff recommends Council approve the Special Event Permit for the Technicolor Fun Run on June 9, 2018. H.6 Approve Agreement with Elavon for Credit Card Merchant Account City staff has been working on the implementation of the Accela software for online permitting and planning. As part of this program, residents, contractors, and developers will be able to apply online for building permits and planning applications and also submit payment for them online. Staff has been researching vendors for the acceptance of credit cards and has chosen Elavon for the credit card merchant account. Staff recommends Council approve the agreement with Elavon as the vendor for online payments. H.7 Approve Hiring of Public Works Seasonal Employees At its February 5, 2018 meeting, Council approved the advertisement for seasonal employees in the Hugo Public Works Department. Employees in this positon would assist in maintaining the City's park system, building grounds, road patching, and other work as needed. Staff had received applications, conducted interviews, and recommends Council approve the hiring Marty Schwartz, Scott Marschke, Jack Menne, Roly Guareschi, and Kraig Pettee as Public Works Seasonal Summer Employees for 2018. H.8 Approve Final Plat and Development Agreement for Adelaide Landing 2nd Addition The Excelsior Group is requesting approval of a final plat in order to plat 70 lots and 5 outlots on a 75 acre parcel located east of Highway 61 and north of 130th Street. The site is currently vacant. The City Council reviewed the preliminary plat and PUD for Adelaide Landing at its May 1, 2017 meeting. At its October 2, 2017, meeting, the City Council approved the final plat for the first phase of the development consisting of 81 residential lots. This final plat request will plat 70 additional lots from the Adelaide Landing preliminary plat. The lots meet the minimum lot standards and requirements outlined in the regulations for the Adelaide Landing PUD. Staff recommends approval the resolution approving the Final Plat and Development Agreement for Adelaide Landing. H.9 Approve Temporary On -sale Liquor License for the Lions Club for Good Neighbor Days The Hugo Lions Club has applied for a temporary on -sale liquor license to serve beer and Bloody Marys at the Hugo Good Neighbor Days festival June 7-10, 2018. Staff recommends approval of the temporary on -sale liquor license subject to receipt of a certificate of liability insurance naming Hugo as additionally insured. H.10 Approve Resolution Approving the Pursuance of Agreement with MnDOT for Improvements to the TH61/1701 Intersection Landscaping In 2013, improvements were made to the TH61/1701h Street intersection to include a roundabout and center island. In 2017, improvements were made to mound the center island to meet original construction plans. The City also participated in the MnDOT Community Roadside Landscaping Partnership Program that provided technical and financial assistance of $10,000 to re -landscape the center island of the roundabout. The City and MnDOT are looking to continue to improve the roundabout for its users by landscaping the right-of-way approaching the roundabout. This would provide a visual cue for users that the road does not continue straight and there is a traffic control improvement ahead. Staff recommends Council approve the resolution approving pursuance of a cooperative agreement for the MnDOT Community Roadside Landscaping Partnership Program. H.11 Approve Resolution and Master Partnership Agreement with MnDOT One of the comments received from MnDOT on the City of Hugo's Oneka Lake Boulevard and Harrow Avenue project was that the City of Hugo needed to update the State of Minnesota and City of Hugo Master Partnership Contract. Both parties are identified as "road authorities" and this Master Services Contract allows each party to enter into Work Order Contracts (if desired) for services from the other party to improve efficiency of delivering governmental services at all levels. The proposed Master Partnership Contract expires on June 30, 2022. The Master Partnership Contract is attached for your reference. Staff recommends Council approve the Resolution and the Master Partnership Contract with MnDOT. I.1 Public Hearing on the Vacation of Drainage and Utility Easement Adelaide Landing Outlot A Excelsior Group is requesting a vacation of the existing drainage and utility easement located over Outlot A, Adelaide Landing. Outlot A will be used for the development of Adelaide Landing 2" d Addition. New drainage and utility easements will be placed on the lots at the time the final plat is recorded. Staff is comfortable with the applicant's requests to vacate the drainage and utility easements. Staff recommends that the City Council approve the notice to vacate the drainage and utility easement located over Outlot A, Adelaide Landing. J.1 Update on White Bear Lake Lawsuit Staff will provide Council an update on the White Bear Lake Lawsuit. K.1 Approve Schwieters Properties LLP, Final Plat, Text Amendment, Site Plan, and CUP Schwieters Properties, LLP, requesting approval of a final plat to be known as "Roy Molitor 3rd Addition" to create one lot and one outlot. The applicant is also is requesting approval of a site plan for a 144,000 square foot manufacturing/warehouse building with associated parking and exterior storage. The applicant is requesting a conditional use permit (CUP) for the exterior storage and for a campus development to allow multiple buildings on one parcel. In the plans it shows future phases that include additional buildings. A zoning text amendment is required for the exterior storage to allow raw lumber material that they will manufacture inside the building. The Planning Commission recommended approval of the applications, subject to the conditions listed in the draft resolution, draft ordinance, and conditional use permits. Staff recommends approval the resolutions and ordinance approving the final plat, text amendment, site plan, and CUP's, for Schwieters Properties, LLP. M.1 Update on the Yellow Ribbon Network Council Members Chuck Haas and Phil Klein will update the Council on the activities of the Yellow Ribbon Network to date. N.1 Schedule Annual Performance Review for City Administrator Bryan Bear Bryan Bear has been employed with the City since May 3, 2004. Bryan served as the Community Development Director until being appointed the City Administrator on November, 7, 2011. Staff requests Council schedule the annual performance review for City Administrator Bryan Bear. N.2 Gravel Roads Workshop on Monday, May 14, 2018 At its April 2, 2018, meeting, Council scheduled a workshop to discuss options to address the condition of the gravel roads in Hugo. The workshop is scheduled for Monday, May 14, 2018, in the Council Chambers N.3 Law Enforcement Memorial Day on Tuesday, May 15, 2018 Annually, the Washington County Sheriff's Office gathers to honor the men and women who have been killed in the line of duty. Washington County Sheriff Dan Starry has invited the Council to the ceremony on Tuesday, May 15, 2108, at the Washington County Historic Courthouse in Stillwater at noon. Staff recommends Council schedule as a meeting if they choose to attend. O. Adiournment EST. 1906 00 14669 Fitzgerald Avenue North - Hugo, MN 55038 PRESENT: Klein, Miron, Petryk, Weidt ABSENT: Haas Minutes HUGO CITY COUNCIL MEETING STREET PROJECT OPEN HOUSE WEDNESDAY, APRIL 11, 2018 — 6:00 P.M. ALSO PRESENT: City Engineer Mark Erichson, Director of Public Works, Scott Anderson, and Engineer in Training, Spencer Tolliver An open house was held from 6-7:30 p.m. at the Rice Lake Centre to present plans and get feedback from the public on the plans for improvements to portions of Oneka Lake Boulevard and Harrow Avenue. Approximately 10 individuals attended the open house where staff and council answered their questions. Most questions related to assessments, schedule, and what impacts the project would have on their property. Respectfully Submitted, Mark Erichson City Engineer 00 14654 Fitzgerald Avenue North - Hugo, MN 55038 Minutes HUGO CITY COUNCIL MEETING LOCAL BOARD OF APPEALS THURSDAY, APRIL 12, 2018 — 5:30 P.M. Mayor Weidt called the meeting to order at 5:30 p.m. PRESENT: Haas, Klein, Miron, Petryk, Weidt ABSENT: None ALSO PRESENT: City Administrator Bryan Bear, City Assessor Dan Raboin, Planner Rachel Juba, Community Development Assistant Rachel Leitz, and City Clerk Michele Lindau Property Owner Appeals The Board of Appeals and Equalization met to hear from property owners for the purpose of reviewing and correcting the assessment of real estate for the year 2019. Eight property owners appeared before the board to discuss the valuation and/or classification of their parcels. The board discussed the appeals from these eight property owners and six maintenance changes as prepared by the city assessor prior to this meeting. Haas made motion, Klein seconded, to make all changes as discussed. All Ayes. Motion carried. Adjournment Haas made motion, Klein seconded, to adjourn at 7:00 p.m. 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 7:04 p.m. PRESENT: Haas, Klein, Miron, Petryk, Weidt ABSENT: None Minutes HUGO CITY COUNCIL MEETING HUGO CITY HALL MONDAY, APRIL 16, 2018 — 7 P.M. ALSO PRESENT: City Administrator Bryan Bear, City Attorney Dave Snyder, City Engineer Mark Erichson, Community Development Assistant Rachel Leitz, and City Clerk Michele Lindau Minutes for the April 2, 2018 City Council Meeting Klein made motion, Miron seconded, to approve the minutes for the City Council meeting on April 2, 2018, as presented. All Ayes. Motion carried. Approval of the Agenda Weidt made motion, Klein seconded, to approve the agenda as presented. All Ayes. Motion carried Northeast Youth & Family Services Annual Report — President & CEO Jerry Hromatka Jerry Hromatka, President and CEO of the Northeast Youth & Family Services, presented to Council their annual report. Jerry talked about the changes in their non-profit organization over the years, explaining that people are starting to understand that mental health is not a character flaw. Jerry explained they now serve approximately 4,000 people in 15 municipalities, with the primary age being 15-21 years old. There is a clinic in Shoreview and White Bear Lake, and they are located in many schools. Jerry explained that approximately 85% of their money goes to programs such as their diversion program, senior chore program, and mental health day treatment program. The NYFS has shifted from contracts to fees with about 60% of their budget coming from fees. Hugo pays $6,000 to NYFS annually, and this is considered a grant, which helps the NYFS receive money in matching grants. Jerry talked about the importance of partnerships and thanked the City for their support. Approval of the Consent Agenda Haas made motion, Miron seconded, to approve the following Consent Agenda items: 1. Approval of Claims Hugo City Council Meeting Minutes for April 16, 2018 Page 2 of 6 2. Approve Agreement with Northeast Youth and Family Services 3. Approve Agreement with Lakes Center for Youth and Families, Inc. 4. Approve Special Event Permit for Color Fun Run on May 12, 2018 5. Approve Special Event Permit for Wilson Tool Company Picnic on August 11, 2018 6. Approve Special Event Permit for New Life Church Summer and Fall Events 7. Approve Sale of Fire Department Vehicle #U1 (#4216) 8. Approve Preliminary Plat and Final Plat for Weston Estates 9. Approve Hiring of Steve Duff as a Seasonal Public Works Engineering Technician 10. Approve Renewal of 2 a.m. License for the Blue Heron Grill 11. Approve Purchase of a Combination Sewer Cleaning Truck All Ayes. Motion carried. Approval of Claims Adoption of the Consent Agenda approved the Claims Roster as presented. Approve Agreement with Northeast Youth and Family Services Northeast Youth and Family Services (NYFS), located in White Bear Lake, had been providing counseling services to youth and families in the City of Hugo for at least the past 20 years. The City had paid NYFS $6,000 annually since the year 2009, and NYFS would continue providing service at that amount. Adoption of the Consent Agenda approved the agreement with NYFS for counseling services for 2018. Approve Agreement with Lakes Center for Youth and Families, Inc. The Lakes Center for Youth & Family Services, located in Forest Lake, had been providing counseling services to youth and families in the City of Hugo for at least the past 20 years. The City had paid the Lakes Center $6,000 annually since the year 2009, and the Lakes Center would continue providing service at that amount. Adoption of the Consent Agenda approved the agreement with Lakes Center for counseling services for 2018. Approve Special Event Permit for Color Fun Run on May 12, 2018 The Oneka Elementary School had requested a Special Event Permit for their annual 5K Color Run on Saturday, May 12, 2018. The event required a Special Event Permit approved by Council because it was expected to draw approximately 800 runners and would include the use of City streets and sidewalks. This run would take place along Oneka Parkway between Oneka Elementary and Frenchman Road. The event had been held for the past three years with no impacts to the health, safety, and welfare of residents or participants. Adoption of the Consent Agenda approved the Special Event Permit for the Color Fun Run subject to the conditions in the staff memo. Hugo City Council Meeting Minutes for April 16, 2018 Page 3 of 6 Approve Special Event Permit for Wilson Tool Company Picnic on August 11, 2018 Wilson Tool had applied for a Special Event Permit to hold their annual company picnic on Saturday, August 11, 2018, at the Hanifl Shelter and Fields. The event required a Special Event Permit approved by Council because there will be amplified sound, alcohol will be served, and approximately 1,000 people were expected to attend. Wilson Tool had held their employee appreciation picnic for several years at Lions Park and the past two years at Hanifl with no impact to the health, safety, and welfare of the residents or attendees. Adoption of the Consent Agenda approved the Special Event Permit for the Wilson Tool Company Picnic subject to the conditions in the staff memo. Approve Special Event Permit for New Life Church Summer and Fall Events New Life Church, 6000 148th Street North, had applied for a Special Event Permit to hold outdoor events on Sunday, June 10 and Sunday October 7, 2018. A Special Event Permit approve by Council was required because they would be using an amplified sound system. The June event would be an outdoor service at 9 a.m. followed by a potluck. The October event was to be an outdoor gathering with potluck, hayrides, and outdoor games. Adoption of the Consent Agenda approved the Special Event Permit for the New Life Church Spring and Fall events subject to the conditions in the staff memo. Approve Sale of Fire Department Vehicle #U1 (#4216) The Hugo Fire Department was looking to sell the 2006 Ford Expedition in their fleet that was recently replaced with a new vehicle. The City of Princeton Fire Department was interested in purchasing the Expedition for $5,000.00. The Hugo Fire Department felt it was a fair price for the vehicle, as trade in value was estimated at $4,200.00. By selling the Expedition to the Princeton Fire Department, the Hugo Fire Department would also save the costs of having to remove the lights, sirens, and decals from the vehicle because the Princeton Fire Department would continue to use it to respond to emergency situations. Adoption of the Consent Agenda approved the sale of the 2006 Ford Expedition #U1 (#4216) to the City of Princeton Fire Department in the amount of $5,000.00. Approve Preliminary Plat and Final Plat for Weston Estates Mike Cressman, on behalf of his mother Janice Cressman, 6085 165th Street North, had applied for a Preliminary Plan and Final Plat to be known as Weston Estates. Cressman owns the strip of land between the existing parcels that appeared to have been created at one time for a future road, but the property was tax forfeited in 1987. The applicant was not proposing development of any property, but proposing to modify the property lines and combine parcels within this area to reduce non -conformities and the number of total parcels. Adoption of the Consent Agenda approved RESOLUTION 2018-5 APPROVING A PRELIMINARY PLAT AND FINAL PLAT FOR MIKE CRESSMAN FOR "WESTON ESTATES" GENERALLY LOCATED SOUTH OF 165TH STREET AND EAST OF TH61. Hugo City Council Meeting Minutes for April 16, 2018 Page 4 of 6 Approve Hiring of Steve Duff as a Seasonal Public Works Engineering Technician City staff had met with former Senior Engineering Technician Steve Duff to discuss the possibility of seasonal employment to assist with ongoing engineering functions throughout the City. The City had been unsuccessful in filling the vacant Engineering Technician position since Steve's retirement in January. Staff expected to re -advertise and continue the search to fill the vacant position in the early fall. Meanwhile, the City would be relying on a combination of Public Works staff, WSB and Associates staff, and Steve Duff to continue to perform the essential engineering tasks. Adoption of the Consent Agenda approved the hiring of Steve Duff as a Seasonal Engineering Technician, with the expectations of working approximately'/2 time (40 hours per 2 week pay period) at a pay rate of $30 per hour as needed throughout the summer and fall of 2018. Approve Renewal of 2 a.m. License for the Blue Heron Grill Since May 2010, the Blue Heron Grill held a license that permitted the establishment to stay open until 2 a.m. This license was to be renewed annually with approval by the City Council. Adoption of the Consent Agenda approve the renewal of the 2 a.m. license for the Blue Heron Grill. Approve Purchase of a Combination Sewer Cleaning Truck For many years, the Public Works Department had been borrowing a combination sewer cleaning truck from White Bear Township to perform necessary sanitary sewer and storm sewer maintenance. The purchase of a USED combination sewer cleaning truck is something that the Public Works Department had been planning for quite some time. Staff worked with Finance Director Ron Otkin to budget and plan for this equipment. Staff felt that purchasing a quality used truck was the best option for Hugo. New combination trucks ranged in price between $450k and $500k. Staff felt confident that a quality used truck valued at half the price of new one could be found and secured. City Staff had been successful in obtaining a Rice Creek Watershed District Urban Stormwater Remediation Cost -Share grant in the amount of $25,000 to use towards the purchase of a pre -owned combination sewer cleaning truck. Although some of these vehicles were located in Minnesota, many of them were not. Public Works Director Scott Anderson had recommended that two Public Works employees travel to the best location to perform the inspections and negotiate the purchase of the combination truck. This process had been discussed with, and supported by, City Administrator Bryan Bear and Finance Director Ron Otkin. Adoption of the Consent Agenda approved staff to travel to a location, yet to be determined, to inspect and purchase a combination sewer cleaning truck priced at approximately $230,000. Receive Plans and Specs and Authorize Advertisement for Bids for Oneka Lake Blvd and Harrow Avenue Road Proiect At its March 5, 2018, meeting, Council approved the resolution ordering the improvements to Oneka Lake Boulevard and Harrow Avenue and the preparation of the plans and specs. City Engineer Mark Erichson explained that plans were prepared and shared with the residents at the open house held on Wednesday, April 11, 2018, where approximately 8-10 residents attended. Mark recommended Council approve the resolution approving the plans and specs and Hugo City Council Meeting Minutes for April 16, 2018 Page 5 of 6 authorizing the advertisement for bids for the Oneka Lake Boulevard/Harrow Avenue road improvement project. If approved, the bid date would be May 24, 2018, and it would be on the Council agenda for June 4, 2018 for award. Hass made motion, Miron seconded, to approve RESOLUTION 2018 -6 APPROVING PLANS AND SPECIFICATIONS AND ORDERING ADVERTISEMENT FOR BIDS FOR THE ONEKA LAKE BOULEVARD AND HARROW AVENUE STREET IMPROVEMENT PROJECT. All Ayes. Motion carried. Discussion on Local Assessor At its February 5, 2018 meeting, staff discussed the resignation of Local Assessor Dan Raboin effective following the Board of Appeals meeting on April 12, 2018, and the importance of having a local assessor instead of contracting with the County. City Administrator Bryan Bear and Mayor Tom Weidt had met with Chase Peloquin, who was qualified to meet the City's assessor needs. Council had directed staff to negotiate a contract with Chase; however, Chase has since declined the opportunity. City Administrator Bryan Bear explained to Council that the City, along with the cities of Scandia and Lake Elmo, advertised for requests for proposals for local assessors and received a single response from John Keefe, currently the county assessor for Chisago County. Bear presented options to council: hire Keefe, contract with the County, or hire an assessor as a city employee. Council talked about the importance of keeping a local assessor. Haas made motion, Klein seconded, to directed staff to prepare a contract for Council approval for Mr. Keefe as the new local assessor. All Ayes. Motion carried. Update on the Yellow Ribbon Network Council Members Chuck Haas and Phil Klein updated the Council on the activities of the Yellow Ribbon Network. The YRN received a thank you note from a Gold Star Widow who the YRN helped with car repairs. Care packages containing Girl Scout cookies were being sent to an army reserve unit, and Haas thanked those who donated. The YRN was partnering with other organizations for mailing. Another packing event was being scheduled for the 347 Human Resources Company of the MN National Guard, and they were taking donations to fulfill the women's wish lists. Burger night in April will be Attorney Dan Gallatin. Metro Cities Annual Meeting on Thursday, April 19, 2018 City Administrator Bryan Bear reminded Council of the Metro Cities Annual Meeting to be held on Thursday, April 19, 2108, at the Como Park Zoo and Conservatory beginning at 5:30 p.m. Spring Cleanup Day on Saturday, April 21, 2018 City Administrator Bryan Bear reminded Council that the City of Hugo will hold its annual Spring Cleanup event on Saturday, April 21, 2018, at the Hugo Public Works Department from 8 Hugo City Council Meeting Minutes for April 16, 2018 Page 6 of 6 a.m. to noon. Kidz `n Biz Saturday, April 28, 2018 City Administrator Bryan Bear reminded Council the annual Kidz n'Biz festival will be held on Saturday, April 28, 2018, at the Oneka Elementary School from 11:00 a.m. to 2:00 p.m. LMC Annual Conference June 20-22, 2018 City Administrator Bryan Bear informed Council the League of Minnesota Cities Annual Conference will be held on June 20-22, 2018, at the River's Edge Convention Center in St. Cloud. Adjournment Klein made motion, Miron seconded, to adjourn at 7:52 p.m. All Ayes. Motion carried. Respectfully Submitted, Michele Lindau City Clerk EST. 1906 00 14669 Fitzgerald Avenue North - Hugo, MN 55038 PRESENT: Haas, Klein, Miron, Petryk ABSENT: Weidt Minutes HUGO CITY COUNCIL MEETING HOMES FOR HABITAT SATURDAY, APRIL 28, 2018 —10:00 A.M. Homes for Habitat held a dedication ceremony for the new residents at 14886 Generation Avenue North. Council joined in welcoming five new families into the community. Respectfully Submitted, Michele Lindau City Clerk EST. 1906 00 14669 Fitzgerald Avenue North - Hugo, MN 55038 PRESENT: Haas, Klein, Miron, Petryk, Weidt ABSENT: None Minutes HUGO CITY COUNCIL MEETING KIDZ `N BIZ FESTIVAL SATURDAY, APRIL 28, 2018 —11:00 A.M. The annual Kidz `n Biz festival was held at Oneka Elementary from 11 a.m. — 2 p.m. Kidz `n Biz is a fun -filled community event which connects local businesses and families The event is hosted by the Hugo Business Association in partnership with the City of Hugo. It is estimated that 300-325 kids attended the 2018 Kidz `N Biz festival with 32 local businesses participating. Respectfully Submitted, Shayla Denaway Parks Planner City of Hugo Claims May 7, 2018 .x Vendor Invoice Amount Description Department Advanced Graphix Inc 199073 $ 210.00 Decals & Installation - Unit #CV3 Fire Dept Allstream 15289280 $ 92.19 Fax Lines Administration Al's Coffee Company 163180 $ 135.30 Breakroom Supplies _ Gen Gov't Bldgs Al's Coffee Com )any 163181 $ 95.90 Breakroom Supplies Public Works American Planning Association 242929-1841 $ 354.00 2018 Membership Dues - Rachel Juba Planning & Zoning American Planning Association of MN Hugo $ 25,00 Job Postin;; - Community Development Intern Community Development Baller, Scott CLAIM $ 31.95 Safety Gear Building Inspections Blue Tarlp Financial Inc 363104971 $ 24.99 Hose Nozzle Public Works CC Stitched 4/18/2018 $ 306.00 Safety Gear Public Works Century Link 651 426-8763 $ 61.23 911 Emergency Line Administration Century Link 651 653-1154 $ 57.78 SCADA Lines Water & Sewer Christianson, Paul CLAIM $ 2,089.01 Travel Expenses - Sewer Cleaning Truck Purchase Sewer Utility Cintas Corporation March $ 329.84 Cleaning Supplies Various Cintas Corporation March $ 1,309.31 Uniform & Floor Mat Services Various Cintas Corporation March $ 710.26 Supplies & Floor Mat Services Fire Dept Cities Digital 41396 $ 3,069.40 Laserfiche Project - Document Scanning Administration Cit of Roseville 224479 $ 420.85 April Phone Service Various City of Roseville 224455 $ 5,113.00 April Computer Service Various Citv of St. Paul IN00028019 $ 196.23 Asphalt Street Dept Comcast 4/11/2018 $ 239.85 Business Internet (thru May 20) Administration Companion Animal Control LLC March $ 846.03 Callout Fees & Mileage Animal Control Core & Main LP - HD Supply 1718824 $ 3,450.00 Radio Meters Water Utility Core & Main LP - HD Supply 1718824 $ (3,300.00) Radio Meters (Returned) Water Utility Core & Main LP - HD Supply 1749370 $ 132.43 Radio Meters Water Utility Core & Main LP - MN Pipe 393795 $ 52.87 Hardware for Valves Water Utility Core & Main LP - MN Pipe 1494538 $ (73.97), Hardware for Valves (Returned) Water Utility Ce Lage Landen Financial Services Inc 58841582 $ 311.37 April Copier Lease Payment Administration Deleaard Tool Co 46835 $ 52.43 Shop Tool Repair Public Works Dell Marketing LP 10235798760 $ 1,135.58 Laptop Computer Administration Dell Marketing LP 10236036140 $ 575.00 Desktop Computer Fire Dept Dell Marketing LP 10236036159 $ 575.00 Desktop Computer Building Inspections Dell Marketing LP 10236036167 $ 575.00 Desktop Computer Finance Dept Dell Marketing LP 10236561861 $ 575.00 Desktop Computer Water & Sewer Dell Marketing LP 10237688592 $ 575.00 Desktop Computer Public Works Derr, Matthew CLAIM $ 150.00 Planning Commission Training Registration Reimb. Planning & Zoning Earl F. Andersen 0117065-IN $ 2,006.35 Street Sign Plates Street Dept Environmental Equipment & Services Inc 14275 $ 1,484.00 Curtain Set & Parts - Unit #314 Street Der.•t Felling Trailers Inc 185596 $ 113.36 Parts - Unit #312 Street Dept Forest Lake Napa March $ 995.19 Auto Parts and Shop Supplies Various Frattallone's Hardware Store 118001 $ 98.96 Carpet Cleaner Rental (CH & RLC) Gen Gov't Bldgs Frattallone's Hardware Store 118480 $ 1.88 Hardware - Unit #116 Street Dept Frattallone's Hardware Store 118608 $ 41.43 Paint for Awning at Hanifl Parks Dept Government Finance Officers Assoc Registration $ 85.00 Workshop Registration Finance Dept Grainger 9742809362 $ 56.29 Threaded Pipe Public Works Grand View Lodae R7851 E $ 248.34 MCMA Conference Lodging - Bryan Bear Administration Granicus Inc 92767 $ 1,236.00 December - February Service (Web Streaming; Audio/Video Greg Hoffman Plumbing LLC 1134 $ 130.00 Watermain Repairs - 149th Street Water Utility GTS Educational Events 4070555 $ 520.00 2018 MCMA Conference - Bryan Bear Administration Hawkins Inc 4264653 $ 1,712.28 Water Chemicals Water Utility Hotsy Equipment of Minnesota 59120 $ 752.91 Bulk Soap, Parts & Repairs for Washbay Public Works Hugo Feed Mill 28641-2 $ 11.48 Mailbox Repairs Street Dept I jgc Feed Mill 28637-2 $ 18.87 Mailbox Repairs Street Dept I lugo Feed Mill 499523 $ 7.99 Light Bulb - Well No. 4 Water Utility Hugo Feed Mill 50121 $ 9.99 Supplies - Well No. 2 Water Utility I lugo Feed Mill 50112 $ 8.98 Supplies - Well No. 2 Water Utility k11MA Membership Renewals 446204 $ 1,174.00 ICMA Membership Dues - Bryan Bear Administration InnoGraphics Design Group 3564 $ 545.00 Spring Newsletter Design Misc Unallocated Innovative Office Solutions LLC IN2009413 $ 189.95 Copy Paper Administration Innovative Office Solutions LLC IN2009413 $ 182.11 Toner Cartridges Finance Dept Innovative Office Solutions LLC IN2009413 $ 177.59 Flash Drives (Comp Plan) Planning & Zoning Innovative Office Solutions LLC IN2009413 $ 120.62 Name Tag Refills, Legal Pads, Binder Clips, Etc Administration Innovative Office Solutions LLC IN2009413 $ 67.96 Colored Paper Parks Desot Innovative Office Solutions LLC IN2009413 $ 46.83 Breakroom Supplies Gen Gov't Bldgs Instrumental Research Inc 893 $ 150.00 Water Bacteria Testing Water Utility Johnson/Turner March $ 4,556.00 March Prosecution Fees (Flat Feel General Legal Johnson/Turner March $ 294.95 March Disbursements iProsecution Costs) General Legal Johnson/Turner March $ 2,254.30 March Civil Legal Fees - See Attached Breakdown General Legal Kath Fuel Oil Service Co. 12320094 $ 3,141.22 March Unleaded Gas & Diesel Purchases Various Kath Fuel Oil Service Co. 12320094 $ 5,316.06 April Unleaded Gas & Diesel Purchases Various Page 1 City of Hugo Claims G. May 7, 2018 Vendor Invoice Amount Description Department Kath Fuel Oil Service Co. 621575 $ 397.50 Diesel Exhaust Fluid Public Works Kath Fuel Oil Service Co. 621575 $ 1,874.50 Bulk Lubricants Public Works Kath Fuel Oil Service Co. 622166 $ 976.00 Bulk Lubricants Public Works Knowlan's Super Markets Inc 7501 $ 29.24 Meeting Supplies (Comp Plan Workshop) Planning & Zoning Landform 27209 $ 228.17 2040 Camp Plan _ Planning & Zoning Laughlin's Pest Control 17951 $ 85.00 April Pest Control Service (CH) Gen Gov't Bldgs Lawson Products 9305708251 $ 127.34 Maintenance Paint Public Works Lawson_ Products 9305753282 $ 1,277.54 Bulk Hardware Supplies Public Works Lawson Products 9305764260 $ 241.08 Bulk Hardware Supplies Public Works Leffler Printing Company Inc 20280 $ 2,588.00 Newsletter Printing Misc Unallocated Loffler Companies Inc 2794822 $ 310.36 Scanner Repairs Administration Loffler Companies Inc 2778789 $ 253.80 April Copier Service Payment Administration MailFinance N7104711 $ 55.70 Meter Rental - March Administration MailFinance N7104711 $ 55.70 Meter Rental - April Administration MailFinance N7104711 $ 55.70 Meter Rental - May Administration MCFOA Membership $ 45.00 Membership Dues - Michele Lindau City Clerk Menards 78276 $ 298.64 Mailbox Repairs Street Dept Menards 79029 $ 92.48 Shop Supplies Public Works Menards 78008 $ Safety Supplies Public Works Menards 78008 $ _20.97 158.40 _Mailbox Repairs Street Dept Menards 78009 $ 17.97 Safety Supplies Public Works Menards 78009 $ 33.96 Shop Supplies Public Works Menards 79617 $ 55.58 Shelving Public Works Menards 79699 $ 24.48 Shop Tools Public Works Menards 79699 $ 13.98 Insect Repellant Parks Dept Menards 79699 $ 3.36 Spring Cleanup Day Supplies Recycling Menards 80181 $ 263.06 Fire Department Supplies Fire Dept Menards 80212 $ 4.76 Hardware - Well No. 2 Water Utility Midwest Events 819 $ 685.00 Tour de Hugo Advertising Parks Dept Minnesota Cleaning Services Inc 0518P02 $ 605.00 April Cleaning Service Gen Gov't Bldgs Minnesota Cleaning Services Inc 0518P03 $ 500.00 April Cleaning Service Public Works Minnesota Cleaning Services Inc 0518P03 $ 225.00 April Cleaning Service Fire Dept Minnesota Cleaning Services Inc _0518PO4 $ 100.00 April Cleaning Service - Hanifi Parks Dept Minnesota Department of Health 8754 $ 23.00 Water Operator Renewal - Richard Kieffer Water Utility Minnesota Department of Health Certification $ 23.00 Water Operator Certification Fee - Neal Nelson Water Utility Minnesota Pollution Control Agency SD-64529237 $ 23.00 Wastewater Certification Renewal - Matt Klein Sewer Utility Minnesota Pollution Control Agency 9900049431 $ 415.00 Wastewater Operations Conference - Ryan McCullough Sewer Utility Minnesota Pollution Control Agency Certification $ 45.00 Wastewater Certification Fee - Neal Nelson Sewer Utility Minnesota State Fire Chiefs Association 200002466 $ 235.00 2018 Conference Registration - Ross Hoernemann Fire Dept Minnesota State Fire Marshal Division 18092 $ 155.00 State Fire Marshal Conference - Dave Jensen - Fire Dept MN State Colleges and Universities 4185 $ 38.00 CPR/AED Provider Cards Fire Dept MN State Colleges and Universities 4184 $ 412.00 BLS/CPR/AED Provider Cards Fire Dept North Country Auto Body 18311 $ 187.00 Repairs - Unit #CV2 Fire Dept North Country Auto Body 18311 $ 778.00 Tires - Unit #CV2 Fire Dept Nuss Truck & Equipment 4006229 $ 625.00 Repairs - Unit #202 Street Dept Olson's Sewer Service Inc 86006 $ 695.00 PW Facility Septic System Pumping Public Works Olson's Sewer Service Inc 85955 $ 8,024.82 Watermain Repairs - 149th Street Water Utility Oxygen Service Company 3401479 $ 23.56 Welding Supplies Public Works Preisler, Charles CLAIM $ 65.00 Building Official License Renewal Fee Building Inspections Premier Lighting Inc 44733 $ 68.85 Emergency Lights - City Hall Gen Gov't Bldgs Press Publications 588088 $ 21.08 City Council Special Meeting Notice Ordinances/Proceedings Press Publications 589124 $ 32.58 Advertisement for Bids - Gravel Road Chloride Ordinances/Proceedings Press Publications 589127 $ 43.44 City Council Special Meetings Notice Ordinances/Proceedings Press Publications 589128 $ 27.15 Consumer Confidence Report Notice Water Utility Press Publications 589130 $ 48.87 Planning Commission Public Hearing Notice Ordinances/Proceedings Press Publications 590245 $ 142.29 Ad for Bids - Oneka Lake Blvd/Harrow Ave Street Imps Street Reconstruction Press Publications 590247 $ 36.89 Planning Commission Public Hearing Notice Ordinances/Proceedings Press Publications 590248 $ 31.62 City Council Public Hearing Notice Ordinances/Proceedings Rabouin Inc CLAIM $ 3,000.00 2019 Assessment - Partial Billing #4 Assessor Rapid Press Printing & Copy Center Inc 50905 $ 153.25 Tour de Hugo Postcards Parks Dept Ricoh USA, Inc 100350921 $ 123.18 Copier Lease Payment Public Works Ricoh USA, Inc 100350921 $ 4.35 Overage Charges Public Works Roof Spec Inc 77856 $ 2,200.00 Design Sevices - Fire Station Roof Fire Dept Sam's Club 63406 $ 176.26 _ Breakroom Supplies Public Works Sam's Club 3411 268610151 $ 125.00 2018 Business Membershi Dues Dues/Memberships Silver Star Industries Radco - Blaine BLN-68223 $ 255.90 Floor Liners and Bed Mat - Unit #CV3 Fire Dept Smith, Schafer & Associates 60780 $ 2,400.00 2017 Audit Interim Billing Finance Dept Smith, Schafer & Associates 60780 $ 1.800.00 Accounting Assistance Finance Dept Sun Life Financial May $ 716.67 Disability Premium Finance Dent Page 2 City of Hugo Claims May 7, 2018 G. 1 Vendor Invoice Amount Description Department Terrys Repair Co 2040 $ 111.60 Parts - Unit #206 Street Dept Ter,ys Repair Co 2041 $ 11.46 Parts - Unit #315 Public Works T-Mobile 870254054 $ 30.44 Cellular Phone Charges Administration T-Mobile 870254054 $ 1,033.33 Cellular Phone Charges Various Verizon Wireless 9804769521 $ 635.95 Cellular Phone Charges Fire Dept Viking Electric Supply Inc S001372848.001 $ 561.11 Unit Heater & Thermostat - Well No. 5 Water Utility Washington Conservation District 4109 $ 625.00 East Metro Watershed Membershki Stormwater Fund White Bear Locksmith Inc 30323 $ 90.00 Lock Repairs - Well House No. 3 Water Utility Winnick Supply 360310 $ 26.36 Shop Su; plies Public Works Ziegler Inc PC200188604 $ 188.70 Parts - Unit #326 Street Dept Ziegler Inc PC200188680 $ 628.18 Parts - Unit #326 Street Dept Ziegler Inc PR200017965 $ (273.661 Parts - Unit #316 (Returned) Stormwater Fund Total Claims for May 7, 2018 $ 86,806.22 Page 3 JOHNSON/TURNER LEGAL April 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 March 31, 2018. Below is a summary of the matter description, subtotal and total amount due and owing for the attached statements: MATTER MATTER I.D. SUBTOTAL General 2018 18-2359-050 $498.00 White Bear Lake Restoration Litigation 13-2359-032 $1,756.30 Prosecution 12-2359-024 $4,850.95 TOTAL NOW DUE: $7,105.25 Please feel free to contact me if you have any questions regarding the billing statements. Sincerely, JOHNSON NER LEGAL a 'd K. Snyder DKS/mah Enclosures 56 East Broadway Avenue, Suite 206 / Forest Lake, MN 55025 / p 651.464.7292 f 651.464.7348 / johnsonturnercom FOREST LAKE / LAKE ELMO / WOODBURY / BLAINE �.. H .3 f" CITY OF R_ EST. 1906 Special Event Permit - Memorandum To: City Administrator Bryan Bear From: City Clerk Michele Lindau Date: May 1, 2018, for the City Council Meeting May 7, 2018 Re: Blue Heron Grill Special Event Permit 1. BACKGROUND: The Blue Heron Bar and Grill, 14725 Victor Hugo Boulevard, has applied for a Special Event Permit for their annual outdoor tent party to be held on Friday, June 22 and Saturday, June 23, 2018. A Special Event Permit approved by Council is necessary because alcohol will be sold outdoors, approximately 500 people are expected to attend, it will extend after dark, and there will be amplified music. This event has been held for the past five years and has improved annually. This year's event will be held same as last year's, which included a new condition to the permit to require the Blue Heron to have two Washington County Deputies present from 10:30 p.m. to 2:30 a.m. The Sheriff's Office received one anonymous complaint last year regarding noise from the event. 2. DESCRIPTION OF EVENT: The event will consist of bands playing from 6-8 p.m. and 9-midnight each night. The music will be outdoors in a tent adjacent to the west entrance of the building. Alcohol will be sold and served in the tent area. The event is outlined in detail below. Parking The event tent will occupy a portion of the Blue Heron parking lot. The Blue Heron also has a shared parking agreement with the property to the north occupied by Festival Foods and adjacent businesses in the Victor Gardens North Village shopping center. Blue Heron Assistant General Manager Amy Lindberg will contact the property owner regarding the use of the lot and agreed to leave several rows in front of Festival Foods open during their business hours. Blue Heron will have private security patrolling the parking lot during the event. The Ideal Credit Union and the Health Partners Clinic have also agreed to allow parking in their lots after business hours. A cleanup crew will be in the parking areas between 6-8 a.m. both Saturday and Sunday morning to pick up any litter. Stage Structure and Tents A 140' X 40' tent will be rented and installed by a professional company. The tent will be of fire retardant material, and no smoking will be permitted inside the tent. The stage, lights, and sound will also be set up by professionals who will assist in determining the best configuration to control the sound and lights away from adjacent properties. • Bathroom facilities/waste management The applicant will be renting additional porta-potties that will be located between the building and tent area. There will also be access to the bathrooms inside the building. Garbage receptacles shall be regularly emptied and the event site kept clear of debris. The Blue Heron's current refuse hauler will provide additional dumpsters for the event. Food and Liquor No food will be prepared in the tent area but will be available inside the building. There will be a cover charge to get in, and patrons must show proper I.D. and will be given wrist bands. The entrance/exit will be monitored by hired security to ensure no alcohol leaves the area. The applicant will be contacting local cab companies, providing sober ride contact information to patrons, and encouraging designated drivers. Sober rides were given last year with good success. 0 Security The Blue Heron has hired a security company, Security Specialists, to work the tent area. Eight security guards will work in overlapping 5-8 hour shifts with the most coverage during the peak evening hours. The Blue Heron will also have two Washington County Deputies on site from 10:30 p.m. — 2:30 a.m. 3. REQUIREMENTS: The applicant has provided the City the completed permit and permit fee. In accordance with this permit, the applicant shall conduct the event as described herein and meet the following conditions: Prior to the Event 1. The applicant will provide the City a signed Hold Harmless Agreement. 2. The applicant will provide a Certificate of Liability Insurance showing the City of Hugo as additionally insured for this event. 3. The applicant will receive permission from Ideal Credit Union and Health Partners for parking on their sites. 4. The applicant will post signs prohibiting parking in front of Festival Foods and adjacent businesses during business hours. 5. The applicant will notify adjacent business owners of the event. 6. The stage will be placed according to the attached site plan to minimize noise to neighboring properties. During the Event 7. The applicant shall conduct the event in accordance with the approved plans submitted with the application. 8. The applicant shall comply with all applicable federal, state, and local laws, rules, regulations, and ordinances. 9. Parking area will be monitored, and parking attendants will direct traffic to approved locations. 10. Security will be posted at all entrances/exits to ensure no alcohol leaves the tent area. 11. All activities associated with the outdoor stage performances and amplified sound shall end by midnight both nights. 12. Cleanup crews will remove all litter from the parking area on Saturday and Sunday morning at 6 a.m. 13. Garbage receptacles shall be regularly emptied and the event site kept clear of debris. 14. Two Washington County Deputies will be present between the hours of 10:30 p.m. to 2:30 a.m. both nights. After the Event 15. All signage will be removed immediately after, and temporary structures placed on the property for this event will be removed by the end of the day on Monday, June 25t'. 16. All trash will be removed from the site, including all parking areas. 4. CONCLUSION/RECOMMENDATION: The City and Washington County Sheriff's Office have worked with the Blue Heron to address potential impacts to the health, safety, and welfare of the residents of Hugo and participants of this event. Staff recommends Council approve the Special Event Permit for outdoor concerts at the Blue Heron on Friday and Saturday night, June 22 and 23, 2018, subject to the conditions in this memo. Minor changes to this permit may be approved by City staff. Changes staff deems to be significant will require Council review and approval. r CITY ©F 14669 Fitzgerald Avenue North, Hugo, MN55038 • (651) 762-6300 • www.ci.hugo.mn.us Special Event Permit Application Procedures for processing special event permits are found in Hugo City Code Chapter 90, Section 90-3Z2. Any individual or organization holding an event or temporary use of a property which includes erecting temporary structures, offering food/beverages, or affecting traffic or parking requires a special event permit. Outdoor events, tent sales, employment fairs, celebrations, or similar special events are subject to this ordinance and require a special event permit. Applicant (Applicant will receive all correspondence from the City): Contact Person:Amy Lindberg Address 14725 Victor Hugo Blvd CityHugo State MN Zip 55038 Phone 651-756-1894 Cell 651-503-2757 Emailamy@blueherongrill.com Signature of Appl Event Information Type of Event Outdoor Tent Party Address: 14725 Victor Hugo Blvd Property Owner/Manager: 4/20/18 Date: 6/22 & 6/23 Contact Person:Chad Wager Address 14725 Victor Hugo Blvd CityHugo State MN Zip 55038 Phone 651-756-1894 Cell 651-503-2757 Emailchad@blueherongrill.com Description of Event -Please review the items on the check list on the back of the application for information that is required to make this application complete. If there is not enough room below to describe the event please submit on a separate sheet of paper. Outdoor tent party w/live bands. Bands start at 6pm and will end at midnight. (Fri/Sat) Hired security, hired sanitation, portable bars for alohol purchase & staffed by employees. Parking onsite and over flow at Ideal CU, Health Partners, Daycare. Parking attendents by hire. Approx 500 attendence. ALL SAME SET UP AS PREVIOUS YEARS. For Office Use Only U Fee Paid '9-75 UU Date ❑Yes ❑ No ❑Yes with conditions below City Council Meeting Date Conditions: Clerk Signature I 7iQ CZ Ev M F0 � a a UIUNE,22�& U Nu ■ 2,�3 FREE Sober Rides to and from both nights - Call to reserve your ride: 763-228-3298 Shag 9PM midni��t Gig Leighton 1 ! I find us on facebook! www.facebook.com/blueherongrillhugo r�Ll1�II�I�V I;�=I1�I) _ hr. r^rfvnlc.li erp R-� �• ` I..rl lanrlt it thr w. '�"' 1- J�h. rA n hll� vrrh hiKh t� r� ' r; aAinF ir'rrr tlr.fr rK'rral.l- al',3 Itrrth r" ' ^ r rl r V � �` t71;{..rl�'1ti_Alrt�r rt.rl•: �� ��i Sonik NV 1� rul nr I' Pop Rocks Flo Wris�bQnd each nijh� H.14 ` CITY OF E8T.1908 Special Event Permit - Memorandum To: Hugo City Council From: City Clerk Michele Lindau Date: May 2, 2018 for Council Meeting on May 7, 2018 Re: MS 150 Bike Ride through Hugo on June 10, 2018 1. BACKGROUND: The MS Society has applied for a Special Event Permit for their annual bicycle event. This requires a permit because there will be between 3,500-4,000 riders, and trails and streets in Hugo will be used. 2. DESCRIPTION OF EVENT: The MS 150 is a fundraising event for the National Multiple Sclerosis Society. This event is a two-day ride from Duluth to White Bear Lake to be held on June 9-10, 2018. On second day of the event, riders will be traveling through Hugo on the Hardwood Creek Trail and the shoulder of TH61. There are planned rest stops along the route, but none will be in Hugo. Riders are expected to be on the route through Hugo between 10:00 a.m. and 4:30 p.m. MS 150 has contacted the Hugo Fire Department who will be helping with first aid at the Bald Eagle Lake rest stop, and the Washington County Sheriff's Office has been notified. 3. REQUIREMENTS: The applicant has provided the City all the necessary documents including the completed application, permit fee, hold harmless agreement, permits from Washington County for the use of the Hardwood Creek Trail and from MnDOT for the use of the shoulder on TH61, and insurance naming the City as additionally insured. In addition, prior to the event the applicant will secure deputies from the Washington County Sheriff's Office 4. CONCLUSION/RECOMMENDATION: For many years, the MS150 event has passed through Hugo and posed no threat to the health, safety, and welfare of the residents or visitors. Staff recommends Council approve the Special Event Permit as outlined above. f V CITY CIF 14669 Fitzgerald Avenue North, Hugo, MNS5038 • (651) 762-6300 + www.d.hugo.mmus =10— .. LET Ma Special Evert Permit Application Procedures for processing special event permits are found in Hugo City Code Chapter 90, Section 90-37.7. Any individual or organization holding an event or temporary use of a property which includes erecting temporary structures, offering food/beverages, or affecting, traffic or parking requires a special event permit. Outdoor events, tent sales, employment fairs, celebrations, or similar special events are subject to this ordinance and require a special event permit. Applicant (Applicant will receive all correspondence from the City): Contact Person: Scott Ahlgren - MS Society Addre55200 12th Ave, S. cityMinneapolls state MN zip 55415 Phone 612-335-7967 Cell 763-228-0730 Erna.i1scott.Bhlgren nirriss.org Signature of Applicant _ [date _ Event Information Type of Event MS 150 bicycle tour Address: Hardwood Trail/Highway 61 Bate, June 10, 2018 Property Owner/Manager.- Contact Person:Scott Ahlgren Address200 12th Ave. S. cityMinneapolis stateMN zip 55415 Phone 612-335-7967 Cell 763-228-0730 Email scott.ahigren@nmss.org Description of Event -Please review the items on the check list on the back of the application for Information that is required to make this application complete. If there is not enough room below to describe the event please submit on a separate sheet of paper. MS 150 bicycle tour. 3500 to 4000 bicycles traveling from Duluth to Century College passing through Hugo on June 10, 2018. All permits from MNDQT, Washington County and the Washington County Sheriffs Department are complete. The event will be traveling through Hugo between the hours of 10: 00 am to 4.30 pm. The Hugo Fire Department will be helping with first aid at. our Bald Eagle rest stop and arrangements have been made. For Office Use Only Fee paid 75 U Date [:]Yes 0 No []Yes with conditions below City Council Meeting Date Conditions: Clerk Signature, N.s '� � •CITY OF Special Event Permit - Memorandum To: Hugo City Council From: City Clerk Michele Lindau Date: May 1, 2018 for Council Meeting on May 7, 2018 Re: Technicolor Run on June 9, 2018 1. BACKGROUND: Children's Performing Arts has submitted a Special Event Permit application for approval of a 5K Color Run on Saturday, June 9, 2018. This event requires a Special Event Permit approved by Council because the event is expected to draw between 150-200 participants and will include the use of City property and trail. 2. DESCRIPTION OF EVENT: The Technicolor Run is a fund-raising community event for Children's Performing Arts. The run will be on the Hardwood Creek Trail and begin and end at Lions Park. Registration will take place under the pavilion at the Park, and the race will begin east of the tennis court in the gravel parking lot around 9 a.m. The intersection of Fitzgerald Avenue/Upper 1461h Street will be temporarily closed so runners can safely access the trail on the south side of the City Hall building and enter onto the Hardwood Creek Trail. Adult crossing guards will be at intersections along the trail to direct runners, and there will be color stations along the route where participants are sprayed with a non -toxic water-soluble color. Water will be available along the route for runners and snacks will be available at the finish. This Color Run is being held in conjunction with Hugo Good Neighbor Days, and the applicant has worked closely with the Lions Club on the details of the event. The run is anticipated to be concluded by 10:30, prior to the beginning of the Good Neighbor Days Parade at 11:00 a.m. 3. REQUIREMENTS: The applicant has provided the City the completed permit and permit fee. In accordance with this permit, the applicant shall conduct the event as described herein and meet the following conditions: Prior to the Event 1. The applicant shall provide the City a copy of the insurance for the event naming the City of Hugo as additionally insured. 2. The applicant shall provide the City a signed Hold Harmless Agreement. 3. The applicant shall secure a permit from Washington County for the use of the Hardwood Creek Trail and provide a copy to the City. 4. The applicant shall inform all volunteers and participants that the entire run route is open to traffic and other sidewalk/trail users, and all laws must be obeyed. 5. The applicant shall install temporary directional markers and caution signs along the route. 6. All crossing guards will meet prior to the run to discuss procedures to follow along the route and at all intersections. 7. Applicant will secure necessary cones and signage for the temporary closure of the Fitzgerald/Upper 140h Street intersection. During the Event 8. The applicant shall conduct the event in accordance with the approved plans submitted with the application. 9. Adult crossing guards will be at all intersections to direct runners. 10. Guards will not direct vehicular traffic. 11. Color packets will not be directed towards or sprayed near any vehicle, private property, or individual not participating in the event. 12. Water will be available to runners along the route. 13. No food will be prepared and served on site. 14. Weather conditions will be monitored during the event, and it will be the applicant's responsibility to delay/cancel the event if necessary or advised to do so. 15. Applicant will have personnel on site who are knowledgeable and capable of administering first aid. After the Event 16. All garbage shall be removed from Lions Park, City Hall property and the Hardwood Creek Trail and properly disposed of. 17. All signage visible from a public street will be removed immediately after the close of the event. Minor changes to this permit may be approved by City staff. Changes staff deems to be significant will require Council review and approval. CONCLUSION/RECOMMENDATION: The City has worked with the applicant, Hugo Lions Good Neighbor Days Coordinator, and the Washington County Sheriff s Department to address potential impacts to the health, safety, and welfare of the residents of Hugo and participants of this event. Representatives of the Children's Performing Arts have agreed to the above conditions, and staff recommends Council approve the Special Event Permit for the Technicolor Run on Saturday, June 9, 2018. f� CfTY OF 14669 Fitzgerald Avenue North, Hugo, MN55038 • (651) 762-6300 • www.ci.hugo.mn.us _ EST.1906 i Special Event Permit Application Procedures for processing special event permits are found in Hugo City Code Chapter 90, Section 90-3Z2. Any individual or organization holding an event or temporary use of a property which includes erecting temporary structures, offering food/beverages, or affecting traffic or parking requires a special event permit. Outdoor events, tent sales, employment fairs, celebrations, or similar special events are subject to this ordinance and require a special event permit. Applicant (Applicant will receive all correspondence from the City): Contact Person: PLC I-i�i�'1 { — 1�-' P l.�h� r'�'S i� s �rrn %� �_ Address q j q/ LUnci A-,2 City Uuh, IQ 1�Gxe- L ke State rY (J Zip S S //0 Phone 66/-33(1- f3 Cell ; l -�L`tf r�lJCm Email SM Hal -� 1 D MSOQ* Cc-v` Signature of Applica Event Information Type of Event {yr) R '_J V" Date Address: L is ''1,_ f t� 31ay U,,y -e-r 14(o4hs�. K) 140_ Date: ,u rn 9 c C)16Y Property Owner/Manager: Contact Pe Address Ph Cell City Email _.State Zip Description of Event -Please review the items on the check list on the back of the application for information that is required to make this application complete. If there is not enough room below to describe the event please submit on a separate sheet of paper. S e e- G -4+- . t, d� For Office Use Only C 11) Fee Paid t -1 C5 Date J —c v ❑Yes ❑ No ❑Yes with conditions below City Council Meeting D Conditions: Clerk Signature Good Neighbor Days Technicolor Run June 9, 2018 Children's Performing Arts hosting a 5K Color Run on June 9th, 2018 in conjunction with Good Neighbor Days. The race will be scheduled to start at 9:00am on Saturday Morning and should be concluded by 10:00-10:30 with clean up to follow. The race will start and end at Lions Park. We are hoping to have between 150-200 entries. There will be a $35 fee to enter the race as well as a non-perishable food item to be donated to the Hugo Food Shelf. The racecourse will start at Lions Park, proceed over to the Hardwood Creek trail, proceed down the trail about 1.5 miles and then turn around and head back to finish at Lions Park. We will have water and some post -race snacks for the runners. We will have a DJ set up at the starting/finish line. We will be using the bathrooms set up for Good Neighbor Days and Lions Club will determine if we need extra. This will not be a timed race so there will be no need to stop traffic. We will have volunteers at all street crossings, to stop runners so cars may pass through the race. We will not be serving alcohol at this event. We will have banners and balloons to decorate the site. .� t r. �► o ti�Ow kM •�~ 1w ", G Company Agreement The information contained in this Company Application has been completed from information provided to us. Please check the contents carefully and contact your Elavon Sales Representative if the information is no longer accurate or otherwise needs amendment. This Company Application is part of your Agreement (as defined in the Terms of Service). DBA Name City of Hugo Contact Name Michele Lindau DBA Address 14669 Fitzgerald Ave Hugo MN 55038 (Business Street Address) Business Country of Formation (Headquartered) United States Country of Primary Business Operations United States Chargebacks Statements Full Name ID Type Ownership Percent Phone Number Private Residential Address not applicable Mail to: DBA Fax to: DBA Auto Send: Yes Electronic Legal Name Year Established Current Ownership DBA Phone # Email Address Michele Lindau Social Security # 0% 1-651-7626315 14669 Fitzgerald Ave Hugo MN 55038 United States (Business Street Address) City of Hugo 1970 47 years, 0 months 6517626300 mlindau@ci.hugo.mn. us Retrievals Mail to: DBA Fax to: DBA Auto Send: Yes Fast Track Funding Document Version: 158446-01 EC-805B-OA52-EBDF-8F9B-2533-214A-1 E50 generated on 04/25/2018 10:52:29 Date of Birth 01/05/1963 ID Number *****4838 Email Address mlindau0105@gmail.com US Person Yes Eldvon Banenrp Company Company Agreement Average Sale Amount $ 400 Monthly Card Sales $ 100000 (Non -Amex) Company Annual $ 120000 Revenue Description of building permits and Product/Service planning app Highest Average Ticket $ 35000 Previous Processor MCC Government Services - Not Elsewhere Classified (9399B) Product Website www.ci.hugo.mn.us "Contact Us" Email N/A Customer Service Phone 651 7626300 Deposit Bank Name U.S. Bank National Association ABA/Routing # 091000022 Pricing Category Internet Pricing Method Interchange Plus Auth Fee $0.00 Card Present 0% Card Not Present 0% Internet 100% Frequency of Highest 1 Average Ticket DDA Account # 005950064 Cards Discover (JCB, Diners, PayPal), MasterCard Credit, MasterCard Debit, Union Pay Credit, Visa Credit, Visa Debit Pricing* I Tier Rate Per Item Markup 10.15% 1 $0.10 *Rates are for all Card Acceptance types selected. All Card Brand Assessments will be passed through to you at cost. embank Document Version : 158446-01EC-805B-OA52-EBDF-8F9B-2533-214A-1E50 generated on 04/25/2018 10:52:29 Eidv'on' A U.S. Bancorp Company Company Agreement Type Quantity Amount Frequency PCI Program Fee 1 $ 10.00 Monthly Minimum Monthly Fee 1 $ 35.00 Monthly Reporting and Support Package 1 $ 12.99 Monthly Chargeback Fee 1 $ 25.00 Per Occurrence NSF Fee Voice Authorization with AVS 1 $ 20.00 Per Occurrence Per Occurrence Per Occurrence Per Occurrence Per Occurrence 1 $ 0.85 Voice Referral 1 $ 0.85 Voice Operator Assisted 1 $ 0.85 Voice Auth Touchtone Fee 1 $ 0.85 Software Quantity Ownership Type Details Converge 1 N/A $149 setup fee, $10 per month All applicable state and local taxes will be applied. Tax Exempt No Elavon and Member have no responsibility for, and shall have no liability to Company in connection with, any hardware or software, or any related services. Company receives under a direct agreement (including any sale, warranty or end -user license agreement) between Company and a third party, including any Value Added Servicer, even if Elavon collects fees or other amounts from Company with respect to such hardware, software or services. Terminal Programming None Instructions Training Included Yes Rush Shipping Type N/A Ownership Type Government TIN (Employer ID #) **-** 4838 Name City of Hugo Address 14669 Fitzgerald Ave Hugo MN 55038 (Business Street Address) M,Mhank 1 Eldv'on' I A U.S. Bancorp Company Document Version: 158446-01 EC-805E-0A52-EBDF-8F9B-2533-214A-1 E50 generated on 04/25/2018 10:52:29 Company Agreement Company Representations and Certifications. By signing below, the applicant company("Company") and its representative(s) represent and warrant to Elavon, Inc. f Elavon" or "Member' as applicable), with offices at 7300 Chapman Highway, Knoxville, TN 37920 (collectively, "we" or "us") that (i) all information provided in this company application ("Company Application") is true and complete and properly reflects the business, financial condition, and principal partners, owners, or officers of Company; and (ii) the persons signing this Company Application are duly authorized to bind Company to all provisions of this Company Application and the Agreement. Further, by signing below, Company and its representative(s) agree that Company is subject to the terms and conditions set forth in the Terms of Service ("TOS"), including when leasing equipment, and has had an opportunity to review such terms. The TOS contains a mandatory and binding arbitration provision that affects Company's legal rights and should be reviewed pdor to signing his document*. The signature by an authorized representative of Company on the Company Application, or the transmission of a Transaction Receipt or other evidence of a Transaction to us, shall be the Company's acceptance of and agreement to the terms and conditions contained in the Agreement including, without limitation, this Company Application, the TOS and the Operating Guide incorporated herein by this reference and located at our website at httos:/hv".merchantconnect.com/CWRWeb/ dfD fTOS ENG.odf and and hops:/Avww.morchantconnect.com/CWRWeb/pdf/MOG Eng.pdf , respectively. If Company does not have access to view the TOS or Operating Guide at our website please contact our customer service center to obtain a copy and review prior to signing this document. Notwithstanding any non -receipt of the TOS or Operating Guide, Company agrees to comply with the Agreement, and all applicable laws, rules, and regulations including the rules and regulations of the Payment Networks, and understands that failure to comply will result in termination of processing services. Capitalized terms shall, unless otherwise defined in this Company Application, have the same meaning ascribed to them in the TOS and Operating Guide. IMPORTANT INFORMATION ABOUT PROCEDURES FOR OPENING A NEW ACCOUNT. To help the government fight the funding of terrorism and money laundering activities, Federal law requires all financial institutions to obtain, verify, and record information that identifies each person who opens an account. This means we will ask for certain information and identifying documents to allow us to identify you. Company and its representative(s) authorize us prior to our acceptance of this Company Application and from time to time thereafter, to investigate the individual and business history and background of Company, each such representative and any other officers, partners, proprietors, and/or owners of Company, and to obtain credit reports or other background investigation reports on each of them that we consider necessary to review the acceptance and continuation of this Company Application. Company also authorizes any person or credit reporting agency to compile information to answer those credit inquiries and to furnish that information to us. If leasing equipment, Company agrees to pay "Lessor' an annual fee in an amount not to exceed $50.00 for the administration, billing and tracking of certain taxes and charges related to the Leased Equipment. Company understands that if proof of insurance is not provided, an additional monthly amount will be charged to cover insurance, that leasing equipment may be more expensive than purchasing the same equipment outright. Company understands the lease is a NONCANCELLABLE and IRREVOCABLE commercial equipment lease and will be required to make all monthly payments disclosed and described herein. Company understands that an authorization code is not a guarantee of acceptance or payment of a Transaction. Receipt of an authorization code does not mean that company will not receive a Chargeback for that Transaction. All companies must comply with the requirements of the Payment Card Industry Data Security Standards ("PCI DSS"). Elavon requires Level 4 companies (determined based on Transaction volume) to validate PCI DSS compliance on an annual basis, with initial validation to occur no later than ninety (90) days after account approval. Any company that has not validated PCI DSS compliance within ninety (90) days of account approval, or in subsequent years on or before the anniversary date of account approval, will be charged a monthly non-compliance fee of $59.99 until Elavon is provided with validation of compliance. Company may be eligible for Data Breach Coverage following account approval and PCI DSS compliance validation. See the PCI Compliance Program Overview for coverage details and conditions. Under penalties of pedury, Company certifies that: 1. The number shown on this Company Application is my correct taxpayer identification number (or I am waiting for a number to be issued to me), and 2. 1 am not subject to backup withholding because: (a) I am exempt from backup withholding, or (b) I have not been notified by the Internal Revenue Service (IRS) that I am subject to backup withholding as a result of a failure to report all interest or dividends, or (c) the IRS has notified me that I am no longer subject to backup withholding, and 3. 1 am a U.S. citizen or other U.S. person.** 4. The FATCA code(s) entered on this form (if any) indicating I am exempt from FATCA reporting is correct. American Express OptBlue Program - If Company has elected to accept American Express® Transactions (as indicated in Section 4 of this Company Application), in addition to all other terms of this Agreement, Company agrees to the provisions set forth in Section E (OptBlue Program) of the TOS. By signing below or by accepting a Transaction initiated with an American Express® Payment Device, Company expressly authorizes Elavon to submit American Express® Transactions to, and to receive settlement funds from, American Express on Company's behalf. Company further authorizes Elavon to provide Company's contact information to American Express, and Company agrees that American Express may use and share such contact information for its business purposes and as permitted by applicable Laws, including to communicate with Company regarding products, services, and resources available to Company's business. American Express's use of the email address and mobile phone number provided above is subject to the consent to such use as indicated in Section 1 of this Company Application. Consent to American Express's use of contact information for such communications may be withdrawn at any time by contacting our customer service center. Even if consent is withdrawn, Company may still receive messages related to important information about Company's account from American Express. Company or Elavon may terminate Company's acceptance of American Express® Payment Devices at any time, with or without cause, without affecting Company's rights and obligations pursuant to the remainder of this Agreement. Company acknowledges that, if at any time Company is no longer qualified to participate in the OptBlue Program, Company may be enrolled in the standard American Express® card acceptance program, which may have different terms and conditions than the OptBlue Program, and Company's acceptance of American Express® Payment Devices pursuant to this Agreement will be terminated. Company acknowledges that American Express is an intended third -party beneficiary of this Agreement, solely with respect to the terms and conditions applicable to Company's acceptance of American Express® Payment Devices, and that American Express has the right to enforce such terms and conditions directly against Company. rMbank ElaVo''n) A U.S. Bancorp Company Document Version: 158446-01 EC-805B-OA52-EBDF-8F9B-2533-214A-1 E50 generated on 04/25/2018 10:52:29 Company Agreement *By signing this document below you are agreeing on behalf of the Company to a mandatory binding arbitration provision set forth in the TOS and expressly incorporated herein. **The Internal Revenue Service does not require your consent to any provision of this document other than the certifications required to avoid backup withholding. I, Michele Lindau , hereby certify that to the best of my knowledge, the information provided about me, the name and address provided for the legal entity customer, and the information provided about the beneficial owner(s) and/or the individual with control over the legal entity customer is complete and correct. Printed Name Michele Lindau Date 04/25/2018 Signature yl [MOd.bank Ela-v--on' A U.S. Bancorp Gompany Document Version: 158446-01EC-805E-0A52-EBDF-8F9B-2533-214A-1E50 generated on 04/25/2018 10:52:29 Agenda Number H.8 CITY OF HUGO COMMUNITY DEVELOPMENT DEPARTMENT PLANNI NG AND ZONI NG APPLICATION STAFF REPORT TO: Bryan Bear, City Administrator FROM: Rachel Juba, Planner SUBJECT: Excelsior Group. Adelaide Landing 2nd Addition Final Plat and Development Agreement DATE: M ay 1, 2018, for the City Counci I M eeti ng of M ay 7, 2018 1. PROPOSED MOTION: Move to approve the resolution approving the Final Plat for Adelaide Landing 2nd Addition. Approval of the Final Plat requires a 3/5 vote of the City Council. 2. DESCRIPTION OF REQUEST: The applicant is requesting approval of a final plat in order to plat 70 lots and 5 outlots on the 75 acre parcel located east of Highway 61 and north of 130th Street, which will develop a portion of Outlot A, Adelaide Landing. The site is currently vacant. 3. BACKGROUND: The City Council reviewed the preliminary plat and PUD for Adelaide Landing at its May 1, 2017 meeting. At its October 2, 2017, meeting the City Council approved the final plat for the first phase of the development consisting of 81 residential lots. This final plat request will plat 70 additional lots from the Adelaide Landing preliminary plat. The lots meet the minimum lot standards and requirements outlined in the regulations for the Adelaide Landing PUD. The park dedication requirement will be met by fee for a total of $78,960 ($1,128 per unit). The park dedication fee is reduced to accommodate for a portion of the land being dedicate with this plat and the remainder with the third phase. 4. RECOMMENDATION: Staff recommends approval the resolution approving the Final Plat and Development Agreement for Adelaide Landing 2nd Addition. Adelaide Landing 2nd Addition Final Plat and Development Agreement Page 2 ATTACHMENTS: a) Resolution Approving the Final Plat b) Location Map c) Engineer's Memo dated May 3, 2018 d) Draft Development Agreement e) Final Plat Graphics stamp dated March 7, 2018 f) Landscape Plan dated May 23, 2018 g) Trail Exhibit dated April 27, 2018 h) Final Plat Construction Plans a. Grading: dated May 19, 2017, revised May 2, 2018 b. Utilities and Streets: dated February 23, 2018 RESOLUTION 2018- APPROVING A FINAL PLAT AND DEVLEOPMENT AGREEMENT FOR OP5 ADELAIDE, LLC FOR ADELAIDE LANDING 2nd ADDITION WHEREAS, OP5 Adelaide, LLC, has requested approval of a final plat for the property legally described as follows: Outlot A, Adelaide Landing WHEREAS, the Planning Commission has reviewed the preliminary plat and PUD at a duly called public hearing and recommended approval of the preliminary plat and PUD; and WHEREAS, the City Council approved the preliminary plat and PUD at its meeting on May 1, 2017. NOW, THEREFORE, BE IT HEREBY RESOVLED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the request by OP5 Adelaide, LLC, for a final plat, subject to the following conditions: 1. The final plat is approved to allow the creation of 81 single family lots and 6 outlots, in accordance with the plans and application received by the City on March 13, 2018, April 5, 2018, April 27, 2018, and May 2, 2018, except as amended by this resolution. 2. The development shall substantially comply with all plans and conditions of the PUD and preliminary plat approval granted by the City on May 1, 2017. 3. Development standards shall comply with Resolution 2017-10 and 2017-11, as amended. 4. The developer shall comply with all conditions outlined in the City Engineer's memo dated May 3, 2018, and revisions required in "redlined" comments from the City Engineer. 5. Outlot use and ownership: a) Outlot A is proposed for stormwater management, wetland, and a portion of a City park, and shall be deeded to the City at the time the plat is recorded. b) Outlot B is proposed as common openspace and preservation of trees for the development that will include landscaping. The outlot is unbuildable. c) Outlot C is proposed for future development, and will remain in the developers ownership. d) Outlot D is proposed for stormwater management and wetlands, and shall be deeded to the City at the time the plat is recorded. Resolution 2018- Adelaide Landing 2nd Final Plat and Development Agreement e) Outlot E proposed for future development, and will remain in the developers ownership. 6. The developer shall design and install a stormwater re -use system for irrigation of the individual lots. 7. The developer shall establish a property owners association for the development to own/operate/maintain common elements, landscaping, and the water re -use system. All landscaping within the right-of-way in the street islands is to be installed by the developer and maintained by the property owners association. The property owners association documents shall be reviewed and approved by staff prior to recording the plat. 8. The plat shall comply with the City's street naming system. 9. The landscaping planned for the plat shall be installed in one phase. The developer shall take proper precautions to protect the trees as the homes are being built. 10. Each home shall include a minimum of 2 parking spaces within the driveway. The driveway widths shall be a maximum of 24 feet at the right of way line. 11. Staff will continue to work with the applicant on the street lighting plan. Exact locations of the street lights shall be reviewed and approved by staff prior to installation. 12. The developer shall obtain all necessary local, state, and federal permits. 13. Prior to recording the final plat: a) The developer shall provide one-third ($521,840.00) of the construction cost in escrow money to the City or other payment method approved by the City for the improvements to 130th Street per the cost sharing agreement. This will satisfy 2/3 of the payment required from the developer. b) The developer must obtain all necessary stormwater management and wetland conservation act (WCA) permits from the City. c) The developer shall pay $78,960.00 in full to satisfy the required cash in lieu of parkland dedication requirement. d) The developer shall pay the sewer and water trunk fees for each lot at final plat. The City's SAC and WAC fees will be paid at the time building permits issued. e) The developer shall obtain approval from Xcel Energy on the crossing of the powerline easement. f) The developer shall obtain approval from Koch on the crossing of the gas line easement. Resolution 2018- Adelaide Landing 2nd Final Plat and Development Agreement g) The applicant shall provide copies of the property owners association documents/covenants for City review and approval. A copy of the document shall be filed for recording with the final plat. h) The developer shall enter into a development agreement, shall agree to complete all improvements, and pay all fees as required by the agreement. i) The street names shall be included on all sheets of the final plat. j) The grading plan shall be revised to exclude grading that is shown along the eastern portion of the plat. Additional information is required for that are in regards to ensuring that no additional drainage goes onto neighboring property. Landscaping and Lighting k) The final landscape plans must be submitted for review and approval by staff. Signage 1) Final design of the entrance signage for the development shall be reviewed and approved by staff. m) The property owners association shall be responsible for maintenance of all development signage and landscaping within the outlots, common space, and the 130th Street roundabout. Streets/Access n) The street sections shall be revised to meet City specifications. 14. Prior to the issuance of building permits: a) The applicant shall file the final plat, development agreement and associated documents with Washington County. Proof of recording shall be provided to the City. b) The applicant shall submit three full sets of approved final plans to the City. c) If a sales trailer is located in the property, a site plan and building elevations shall be submitted for City review and approval. 15. Prior to the issuance of Certificate of Occupancy: a) Park improvements: Resolution 2018- Adelaide Landing 2nd Final Plat and Development Agreement i. Grading and seeding within the City owned outlot (Oulot A, County Ponds) and the area south of the powerline easement. This shall be completed by and paid for by the developer. ii. Grading and seeding on Outlot B, Adelaide Landing and Outlot C, Country Ponds, within the area north of the powerline easement. This shall be completed by and paid for by the developer. iii. An 8' bituminous trail, boardwalk, and landscaping shall be installed within all of Outlot A Adelaide Landing 2nd Addition, and Outlot B, Adelaide Landing, and Outlot C, Country Ponds, per approved plans. Final location of the trail and boardwalk specifications shall be reviewed and approved by staff prior to installation. This shall be constructed by and paid for by the developer. ADOPTED by the City Council on May 7, 2017 Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk >1 Co H 7th Frog'/ah . 1 4 A 129th r EMU, mat 125th 1�' Foxhill /A ffYS & Associates, Inn. May 3, 2018 Ms. Rachel Juba City Planner Infrastructure ■ Engineering ■ Planning ■ Construction City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Final Plat Review Adelaide Landing 2nd Addition WSB Project No. 011681-000 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 plat submittal for the above -referenced project. In particular, we have reviewed the following plans related to this particular request: • Adelaide Landing 2nd Addition Final Plat by Westwood Professional Services • Construction Plans for Sanitary Sewer, Watermain, Storm Sewer, and Streets dated 02/23/18 by Westwood Professional Services • Storm Sewer Design dated 02/19/18 by Westwood Professional Services • Revised Stormwater Reuse Irrigation Plans dated 02/28/18 by MTI Distributed • Adelaide Landing 1st & 2nd Addition Grading, Drainage, and Erosion Control Plans dated 05/02/18 Based on the review of the final plat documents, we offer the following comments related to this application: Final Plat 1. The final plat is consistent with the preliminary plat documents, and the appropriate drainage/utility easements have been provided within the plat area itself. 2. Drainage and Utility easements shall be placed over all the outlots. Development Agreement 3. There are a number of development fees outlined within the City's Fee Schedule that will become due as part of the final plat. The Development Fees are included within Exhibit C of the Development Agreement along with the second installment of the developers cost share for the future reconstruction of 130th Street Improvement Project. S:IUs R_Jub.T.,h,IDElELOPMENTPROJECTSIA—dSauth Adelaide LandinglAdelaide Landing2ndAdd Final Pi.al gMemo Adelaide Landing2adFP-050318.d- Ms. Rachel Juba May 3, 2018 Page 2 Grading, Street, and Utility Plans 4. The Approved grading plan allows for mass grading outside of the first and second phases. The grading plan reflects the first and second phase boundaries as well as future phases. Grading to the eastern property limits in the southeastern portion of the site has not yet been approved. The development team is required to provide additional survey and confirmation that there will not be any drainage concerns caused by proposed grading. Wetland 5. Staff will continue to work with the applicant on the exact location and style of the boardwalk that will cross wetlands in three locations. The applicant should identify any temporary impacts to wetlands associated with the boardwalk. Revised Water Reuse Plan 6. The applicant has provided plans related to stormwater reuse that will be incorporated into this phase. Water reuse plans are consistent with meeting previously noted requirements. Thank you for the opportunity to provide comments on this project. Additional detailed red - lined comments have been provided to the applicants engineer. These comments will need to be addressed prior to approval of the construction plans. If you have any questions, please do not hesitate to contact me at 651-286-8463. Sincerely, WSB & Associates, Inc. Mark Erichson, PE City Engineer cc: Scott Anderson, Public Works Director (email only) Steve Duff, Senior Engineering Technician (email only) Stephanie Hatten, Water Resource Engineer (email only) Steph Griffin, Excelsior Group (email only) John Bender, Westwood Professional Services (email only) S:I ,—e R_Jub.T.,h,IDElELOPMENTPROJECTSIA—dSauth Adelaide LandinglAdelaide Landing2ndAdd Final Pi.al gMemo Adelaide Landing2adFP-050318.d- Return To: City of Hugo 14669 Fitzgerald Ave N Hugo, MN 55038 CITY OF HUGO WASHINGTON COUNTY, MINNESOTA DEVELOPMENT AGREEMENT Adelaide Landing 2nd Addition THIS AGREEMENT, made and entered into this day of , 20 by and between the CITY OF HUGO, a Minnesota municipality organized under the laws of the State of Minnesota (hereinafter referred to as "City"); and OP5 Adelaide, LLC, a Minnesota Limited Liability Company, (hereinafter referred to as 'Developer"). WITNESS: WHEREAS, the City Council of the City has, by Resolution Number 2017-11 on Mayl, 2017, approved the preliminary plat for a major subdivision as proposed by the Developer to be known as "Adelaide Landing" ; and, WHEREAS, the City Council of the City has, by Resolution Number 2017-10 on May 1, 2017, approved the PUD general plan for a major subdivision as proposed by the Developer to be known as " Adelaide Landing " ; and, WHEREAS, the City Council of the City has, by Resolution Number 2018- on , approved the final plat for a major subdivision as proposed by the Developer to be known as " Adelaide Landing 2nd Addition " (hereinafter referred to as the "Plat"); and, WHEREAS, the Plat proposed a development of an approximately 75 acre parcel of land into 70 residential lots and 5 outlots; and, WHEREAS, it is the policy of the City to enter into development contracts as contemplated in Minnesota Statutes §462.358, Subd. 2(a); and, WHEREAS, the parties hereto desire to set forth their respective rights and obligations of the parties to this Agreement. NOW, THEREFORE, in consideration of the premises and of the mutual promises and conditions contained herein, it is agreed by the parties hereto as follows: A. GENERAL ENGINEERING CONDITIONS; 1. Escrow for City Costs and Fees. Developer shall, contemporaneously with the execution of this Agreement, deposit with the City an escrow as outlined in Exhibit C to cover the cost of legal fees, engineering and construction observation fees, administrative expenses, and other costs related to this Plat. All fees and costs incurred by the City in connection with the Plat shall be charged against said escrow account which shall remain in effect until the expiration of the warranty period for the Plat, as defined in paragraph 7, in all events said fees and costs shall be the responsibility of the Developer and shall be paid on demand. Any funds remaining in the escrow account after the completion of the warranty period shall be refunded to the Developer. In the event that the escrow account herein is depleted, Developer agrees to post additional funds to replenish the account and to cover projected City costs. Specifically, Developer agrees that the escrow account shall maintain a balance of no less than $5,000.00. Developer shall be entitled, upon request, to an itemized statement of all costs and fees charged against this escrow account. Adelaide Landing 2nd Addition 2 2. Development Plans. In accordance with the policies and ordinances of the City, and subject to all City resolutions and approvals in connection herewith, the Developer shall construct the proposed improvements (hereinafter referred to as the "Improvements"). All Improvements shall be constructed and installed pursuant to the terms and conditions herein set forth in accordance with the plans approved and listed on Exhibit A, subject to all City resolutions and approvals listed in Exhibit B, subject to final approval by the City, and in accordance with City standards and requirements including those listed herein. In addition, all public street, utility, and storm drainage improvements shall comply with the City's adopted specification book and the reasonable direction of City staff. 3. Authorization to Proceed with Construction. Developer agrees not to commence any grading, utility or street work within the Plat until the following are completed: 1) Construction plans are approved by the City and distributed. 2) Pre -construction conference is held. 3) Notice to Proceed is issued. 4. Construction Observation. The City, for its benefit, will provide staff of its choosing to provide construction observation for the Improvements outlined in this Agreement. All costs associated with construction observation and inspection will be the responsibility of the Developer. The Developer shall allow City staff and City consultants access to the Plat to allow for this work to occur. 5. Miscellaneous Requirements. a) Property Corners: All property corners as identified on the Plat must be monumented with iron surveyor's pipes by the Developer prior to final project acceptance, as defined in paragraph 7 of this Agreement. b) Drainage Easements: Drainage easements shall be dedicated on the Plat so as to cover any wetlands and stormwater ponding areas located below the 100-year high water levels. c) Soils Testing: Soils inspection and compaction testing by a registered professional engineer shall be accomplished on all lots where filling is required, in accordance with the approved Grading, Drainage, and Erosion Control Plan. A minimum of one (1) compaction test for all developed lots shall be obtained for every two (2) foot increment of fill that is placed. A summary of all inspections and compaction tests for all developed lots shall be provided to the City upon completion of the grading and shall be provided for a respective lot prior to the issuance of a building permit for such lot. d) Private Utilities: All private utilities that are installed, including Adelaide Landing 2nd Addition 3 electricity, telephone, natural gas and cable television, shall be installed underground. e) Mailboxes: Developer shall coordinate mailbox locations with the United States Postal Service. f) Street Lights: Street lights shall be installed within the Plat according to the Street Lighting Plan, which will first be approved by the City Engineer. Developer shall also submit its Street Lighting Plan to the applicable power company for its review, comment and approval. The installation of the street lights shall be coordinated with the applicable power company so that the street light system is installed, constructed and operated in such a manner as will harmoniously exist with other street lights within the area. g) Working Hours: Construction activity, including equipment startup and fueling, can only occur between the hours of 7:00 a.m. and 7:00 p.m. Monday through Friday; 8:00 a.m. and 5:00 p.m. on Saturdays; at no time on Sundays or holidays. h) Street Sweeping: Developer shall sweep and/or otherwise clean all streets, as needed, within and adjacent to the -Plat as a result of construction activities associated with the Plat until final acceptance of the Improvements. If the streets are not maintained in a manner acceptable to the City, after reasonable notice to the Developer the City will arrange for the street sweeping at Developer's cost. i) Placement of Bituminous Wear Course: The bituminous wear course can be placed on all streets once all of the following have occurred: 1. A Certificate of Occupancy has been issued for at least 75% of the lots or a cash escrow in the amount of $10,000 has been deposit with the City which will be held until 75% of the lots have received Certificates of Occupancy. At the City's discretion, the wear course may be placed prior to having 75% occupancy. If applicable, the warranty period shall be extended an additional one (1) year for a total of two (2) years from final acceptance. In no case shall the wear course be placed with less than 50% occupancy. 2. The base course on all streets has been in place for at least one full freeze -thaw cycle. 3. City staff or its assignees have visually inspected all roadways and curb within the Plat, and any repairs necessary as a result of said inspection are complete and written approval issued. 6. Proiect Completion: The Improvements listed herein on Exhibit A, including street, sanitary sewer, storm sewer, and municipal water, shall be completed subject to the approval of the City in accordance with the approved plans. All Improvements shall be substantially Adelaide Landing 2nd Addition 0 completed to the reasonable satisfaction and approval of the City within twelve (12) months of the execution of this Agreement. Substantial completion shall consist of all work with the exception of placement of the bituminous wear course and completion of the final punchlist. The Developer shall be excused from the strict completion date set forth herein if written notice is received from the Developer of the existence of causes over which the Developer has no control which will delay the completion of the work and approved in writing by the City. In that event, the City may extend the date or dates herein specified. 7. Project Acceptance: Final project acceptance will be considered by the City Council once the following have been completed: (a) All Improvements are installed according to the approved plans. (b) All punchlist items are completed. (c) All Record Drawing information has been provided to the City to its satisfaction. (d) Escrow account for City costs and fees is current in accordance with the provisions of this Agreement. (e) The City receives confirmation via lien waivers that contractors or other parties have been paid for the work completed. (fl The City receives a written request from the Developer to accept the Improvements. 8. Record Drawing Requirements and Enjineer's Certification. Following completion of all development activities and prior to the release of security and acceptance of Improvements, the Developer and/or their assignee shall provide to the City "as -built" plans for the Improvements listed on Exhibit A. This information shall be provided to the City in the following formats: (a) 1-set mylar drawings (22" x 34") for all Improvements. (b) 1-set paper drawings (22" x 34") for all Improvements. (c) Individual Adobe.pdf (or approved equivalent) for all plan sheets and the final plat. All Record Drawings shall include the following information: (a) All bench marks shown on plans (bench marks shall be top nut of hydrants). (b) Swing ties to all gate valves shown on plans (ties should be to manholes, catch basins, hydrants or other permanent objects. (c) Swing ties to curb stops shown on plans (ties should be to manholes, catch basins, hydrants, property corners or other permanent objects). (d) Top of casting and invert elevation for all structures. (e) All pipe sizes, material type, pipe classification, grades and lengths Adelaide Landing 2nd Addition 5 (f) All horizontal and vertical curve data in the appropriate location on the plans. (g) Televised report of the sanitary sewer with videotape. (h) Swing ties to any manhole or catch basin outside the roadway area. (i) A text file including the x, y and z coordinates (based on Washington County's coordinate system) for the following: 1. All curb stops 2. All hydrants 3. All gate valves 4. All manholes located outside of the roadway 9. Construction Warranty and Financing of Improvements. The Developer agrees to construct the Improvements described herein at its own expense and in accordance with City specifications. The Developer shall engage at its own expense a registered, professional civil engineer to prepare plans and specifications for the Improvements and shall submit the same to the City for review and approval. The Developer represents and warrants that all of the Improvements made as a part of this development shall be guaranteed to be properly functioning as designed for a period of not less than one (1) year following acceptance of the entire project by the City. In the case of any material or labor that is supplied and that is reasonably rejected by the City as defective or unsuitable, then the rejected materials shall be removed and replaced with approved material, and the rejected labor shall be done anew to the reasonable satisfaction and approval of the City at the sole cost and expense of the Developer. In any event, none of the warranty periods expressed herein shall begin to run until all of the Improvements within the Plat have been approved and accepted by the City. The Developer's engineer shall certify that grading within the Plat was completed in accordance with the approved Grading, Drainage and Erosion Control Plan before the City issues any building permits. The Developer shall remain ultimately responsible for accurate grading of all lots and shall correct any deficiencies in grading that may be discovered until the certificate of occupancy is issued for the applicable lot or the Developer is released from its obligation under this Agreement as outlined in paragraph 7 above. 10. Signs. The Developer shall prepare a plan for all regulatory, directional and street name signs to be within the Plat. The plan shall be reviewed and approved by the City's public works department. Upon plan approval, the City's public works department shall install all public signage within the Plat. The installation of all private signage shall be the responsibility of the Developer. All costs related to the installation of public signage shall be the responsibility of the Developer and will be deducted from the Developer's escrow account. The Developer shall post funds as outlined in Exhibit C prior to the City's public works department beginning the installation. Adelaide Landing 2nd Addition 0 11. Drainage Easements. a) Work within Easements: No improvements, landscaping, or grading, other than Improvements shown on the approved plans, shall be permitted in dedicated drainage easements without the prior written permission of the City and any regulatory agency having jurisdiction. b) Maintenance Responsibilities: The Developer and its successors in interest, including all individual homeowners, shall be responsible for routine maintenance of all storm water management ponds, wetlands, and drainage areas within easements dedicated to the City on their property. Routine maintenance shall include litter removal, mowing and maintenance of the property adjacent to pond or wetland areas. In the case of drainage swales, routine maintenance includes the removal of obstructions from the swale as necessary to maintain proper drainage in addition to the aforementioned items. The City shall be responsible for non -routine maintenance of storm water ponds within the easements, including pond dredging, maintenance of the storm water inlet(s) and outlet(s) pipes, and erosion control at outlet and inlet locations. Such maintenance shall be completed as deemed necessary by the City. 12. Wetland Si2na2e: Permanent signage shall be placed along wetland edges as outlined in the City's General Specification and Standard Details Manual or approved equal by the City. 13. Lowest Floor Elevations. All minimum floor elevations shall comply with Section 90-171 of the Hugo Zoning Ordinance, the City's Comprehensive Stormwater Management Plan, or the approved Grading, Drainage, and Erosion Control Plan, whichever is more restrictive. Except as may be specifically allowed under Exhibit A, no building shall be constructed on any of the lots herein unless the lowest floor elevation is at least three (3) feet above the 100-year flood elevation or four (4) feet above the high groundwater elevation, whichever is greater, for the subject property. Additionally, the lowest floor elevation shall be specifically referenced and designated, for each lot, on a certificate of survey, which survey shall be provided to the City before any building permits are issued for any lots within the Plat. 14. Landscaping. All disturbed areas within the Plat shall be landscaped in accordance with the approved landscape plans, the City ordinances, and the City's General Specification and Standard Details Manual. All landscaping shall be complete, established and growing within sixty (60) days of issuance of a Certificate of Occupancy, except that, if the certificate of occupancy is issued between the dates of October 1 and May 1, then the landscaping required herein shall be complete, established and growing no later than July 1. All front yards, side yards and back yards shall be fully sodded. All landscaped areas shall be tilled or otherwise worked mechanically in order to loosen compacted soils and shall contain at least four (4) inches of black dirt containing no more than 35% sand. Unless specific arrangements are made and agreed to by the City, all Adelaide Landing 2nd Addition 7 landscaping installed within the Plat shall be maintained by the Developer and its successors, including all individual homeowners or the homeowners association which is required to be formed by the Developer pursuant to the agreement. All areas, other than proposed street areas, disturbed by grading activities on the site shall be seeded. Seeding shall be immediate upon completion of grading activities or as directed by the City Engineer. Seeding shall be completed as follows: a) All areas shall be restored with a minimum of four (4) inches of adequate topsoil prior to seeding. b) Upland areas shall be seeded in accordance with the grading, drainage, and landscape plans listed in Exhibit A. The rate of application shall be one hundred (100) pounds per acre. Areas seeded shall be mulched with Type 1 mulch at a rate of two (2) tons per acre. All mulch shall be disk anchored. c) Wetlands, wetland replacement areas and storm water ponding areas shall be seeded with MN/DOT Seed Mixture 25B, or as required by the permitting regulatory agency. The minimum rate of application shall be thirty (30) pounds per acre, or as recommended by the supplier. d) All seeded areas shall be maintained for the term of this Agreement. Upland areas shall be mowed as necessary or as directed by the City Engineer. e) All disturbed areas within the development shall be maintained to limit vegetation growth to less than ten (10) inches except designated natural areas or designated open spaces as shown on the approved plans. 15. Safe Rooms. The Developer shall require all builders to offer a safe room as an option to any and all potential homebuyers. All safe rooms offered and built within the City must meet or exceed FEMA requirements and standards. B. ESCROWS, CHARGES AND UTILITY OVERSIZING: Developer shall pay the escrows, fees and charges listed on Exhibit C. C. SPECIAL PLANNING REQUIREMENTS: The Plat shall be built and maintained in accordance with the planning requirements listed on Exhibit A hereto, and any miscellaneous requirements listed on Exhibit B hereto. D. ADMINISTRATIVE REQUIREMENTS: 1. Miscellaneous Provisions. Developer specifically understands that this Plat Adelaide Landing 2nd Addition i approval is given subject to the following requirements: a) Expiration. The final plat documents for the Plat, which is the first phase of the Adelaide Landing preliminary plat, have been submitted to the City Council within one hundred twenty (120) days of preliminary plat approval. The final plat must be recorded with the Washington County Recorder (and the mylar "hardshells" must be fully executed) within sixty (60) days of the City Council motion giving final plat approval, unless such deadline is extended by the City Council in its sole discretion, or else said approval shall be null and void. All fees relating to this subdivision shall be paid by the Developer, including the cost of recording documents with Washington County. b) Recording. The Developer shall record this Agreement with Washington County simultaneous with the recording of the Plat, and shall forward confirmation of recording of the Plat and this Agreement to the City prior to the issuance of building permits. All applicable conditions of Plat approval must be met before any deeds are stamped for recording and prior to the recording of the Plat at the Washington County Recorder's Office. Plat approval shall be contingent upon compliance with the approved plans for the Improvements and upon compliance with this Agreement. c) Model Homes. In the event that site grading is approved by the City prior to Plat approval and/or execution of this Agreement, posting of security and filing of the Plat, the Developer shall be entitled to one (1) building permit per housing unit type on lots that abut existing streets or roadways, subject to final approval by the City. No model homes may be constructed or utilized until at least one (1) lift of bituminous has been installed from said model home lot providing access to a public street or roadway outside of the Plat. No certificate of occupancy shall be issued for any model or other home until all necessary public improvements and utilities have been installed and the utilities have been successfully tested. Prior to this, and at the time that a model home passes final inspection, a model home may only be used by Developer's, authorized builders, staff or realtors for purposes of showing the models to potential buyers. No model home may be used until landscaping conforming to City ordinance and paragraph 14 of this Agreement has been installed except that, if the certificate of occupancy is issued between the dates of October 1 and May 1, then the landscaping required herein shall be complete, established and growing no later than July 1. d) Sales Trailers. The Developer may be entitled to a maximum of one (1) temporary sales office (sales trailer) for this and all subsequent phases of the development for a period of time not to exceed nine (9) months. Upon receipt of an acceptable site plan, a sales trailer may be approved by the City Community Development Director prior to the first model home being available for showing. The trailer is subject to the issuance of a building permit, shall meet all applicable building codes, shall be fully skirted, shall be suitably landscaped, shall contain sufficient parking for the size of the office, and shall have safe and suitable access to a paved, public roadway. The trailer shall be removed, and the site shall be restored within seven (7) days Adelaide Landing 2nd Addition .01 following the date that a model home passes final inspection. e) Deviations. No material deviations from the approved Plat shall be allowed unless approved in writing by the City. Approval herein is also given subject to full compliance with the conditions of approval and findings adopted by the City Council in connection with the approval of the development. f) Certificates of Survey. A certificate of survey shall be provided to the City Building Inspector for each lot at the time a building permit is requested for the lot. Attached to the certificate of survey shall be an erosion control plan for the lot showing location and type of all erosion control measures to be used on the lot, and spot elevations, tree preservation plan shall be submitted for each home site. g) Outhouses. The Developer shall provide on -site a sufficient number of portable outhouses to be available for the persons who will be working on -site until Improvements are accepted according to the plans in Exhibit A. h) Property Owners Association. When required as a condition of approval outlined in Exhibit B, the Developer agrees to form a property owners association, membership in which shall be mandatory for all of the lots within this development. The property owners association shall be responsible for maintenance and repair of all common elements as listed in the property owners association documents within this development and the same shall be maintained in good condition in accordance with all City ordinances and reasonable directions of the City. Developer agrees to provide a copy of the property owners association documents to the City prior to the recording of the final plat. In the event of failure or refusal of any property owners association to so maintain or repair the common elements then the City may, with seven days written notice and without regard to the requirements or formalities of Minn. Stat. §429 perform the work and assess each of the lots within the plat for the cost of the work. i) Intentionally deleted j) The property owners association documents shall advise owners of all lots of the requirements of this Agreement as follows: THE LAND WITHIN THIS PLAT, INCLUDING THE LAND CONVEYED HEREIN, IS BOUND BY RESTRICTIONS IN A DEVELOPMENT AGREEMENT. SAID DEVELOPMENT AGREEMENT IS ON FILE AT THE OFFICE OF THE WASHINGTON COUNTY RECORDER. k) Developer acknowledges that a separate development agreement will be entered into at the time of final plat approval of subsequent phases in the development. That development agreement will address, among other things, necessary improvements to be made, financial guarantees to be provided, and the amount of the development fees to be paid by the Adelaide Landing 2nd Addition 10 Developer. 1) Developer shall remove all tree waste, junk, miscellaneous debris, junk vehicles, and any other personal property from the Plat which does not comply with the City Zoning Ordinance until final acceptance of the Improvements. E. DAMAGES AND DEFAULT: 1. Developer agrees to pay liquidated damages to the City if any lot has a real estate closing occur before all public improvements within the Plat are certified as being substantially completed by the City. Specifically, Developer agrees to immediately pay to the City liquidated damages in the amount of Ten Thousand Dollars ($10,000.00) for each lot closing which occurs in violation of this paragraph. The City shall be authorized to retain an appropriate percentage of the financial guarantee referred to in paragraph 4 as security for payment of any liquidated damages owed to the City. Model Homes are exempt from this section. 2. Developer agrees to pay liquidated damages to the City, in the amount of Five Thousand Dollars ($5,000.00), if the Developer encroaches upon any City road right-of-way or utility easement not permitted on the plans without first obtaining a written permit from the City expressly authorizing said encroachment. The City shall be authorized to retain an appropriate percentage of the financial guarantee referred to in paragraph 4 as security for payment of any liquidated damages owed to the City. 3. Events of Default. a) Events of Default Defined. The following shall be "Events of Default" under this Agreement and the term "Event of Default" shall mean, whenever it is used in this Agreement, any one or more of the following events: 1. Subject to unavoidable delays, failure by Developer to commence and complete construction of the Improvements pursuant to the terms, conditions and limitations of this Agreement. 2. Failure by Developer to substantially observe or perform any material covenant, condition, obligation or agreement on their part to be observed or performed under this Agreement. b) Remedies on Default. Whenever any Event of Default occurs, the City, subject to any rights of third parties agreed to by the City pursuant to this Agreement, or otherwise by written, executed instrument of the City, may take any one or more of the following: Adelaide Landing 2nd Addition 11 1. The City may suspend its performance under the Agreement until it receives assurances from Developer, deemed adequate by the City, that Developer will cure their default and continue their performance under the Agreement. Suspension of performance includes the right of the City to withhold permits including, but not limited to, building permits. 2. The City may initiate such action, including legal or administrative action, as is necessary for the City to secure performance of any provision of this Agreement or recover any amounts due under this Agreement from Developer, or immediately draw on the financial Letter of Credit, as set forth in this Agreement. 4. Enforcement by City; Damages. The Developer acknowledges the right of the City to enforce the terms of this Agreement against the Developer, by action for specific performance or damages, or both, or by any other legally authorized means. The Developer also acknowledges that its failure to perform any or all of their obligations under this Agreement may result in substantial damages to the City; that in the event of default by the Developer, the City may commence legal action to recover all damages, losses and expenses sustained by the City; and that such expenses may include, but are not limited to, the reasonable fees of legal counsel employed with respect to the enforcement of this Agreement. F. THIS AGREEMENT: 1. Release of Agreement. This Agreement shall run with the land and may be recorded against the title to the property. After the Developer has completed the work required of it under this Agreement, at the Developer's request the City will execute and deliver to the Developer a release. 2. Warranty of Title. Developer warrants and represents to the City that it is the fee owner of the land described herein, except for a portion of the property, and that it has authority to execute this Agreement, with consent from the other fee owner, and agree to the conditions hereof and to subject the land hereto. Developer also represents and warrants that the use for which this development is sought will not violate any restrictive covenants applying to the property. 3. Binding Effect. This Agreement shall be deemed to be a restrictive covenant and the terms and conditions hereof shall run with the land described herein and be binding on and inure to the benefit of the heirs, representatives and assigns of the parties hereto, and shall be binding upon all future owners of all or any part of the subdivision, and shall be deemed covenants running with the land. Reference herein to the Developers, if there be more than one, Adelaide Landing 2nd Addition 12 shall mean each and all of them. This Agreement shall be placed of record so as to give notice hereof to subsequent purchasers. The cost of said recording shall be borne by the Owner and charged against the escrow account. 4. Restrictions on Transfer/Indemnification. Developer agrees to defend and hold the City, and its officials, employees and agents, harmless against any and all claims, demands, lawsuits, judgments, damages, penalties, costs and expenses, including reasonable attorney's fees, arising out of actions or omissions by Developer, their employees and agents, in connection with the Project. No transfer or assignment of this Agreement shall be made without City approval and any assignment or transfer without such approval shall be void. 5. Incorporation by Reference. All general and special conditions, plans, special provisions, proposals, specifications and contracts for the Plat and for any Improvements furnished and let pursuant to this Agreement shall be and hereby are made a part of this Agreement by reference as if fully set out herein in full. 6. Developer will comply with and promptly perform all of its obligations under this Agreement. 7. Evidence of Title. Developer shall furnish the City with evidence of fee ownership of the property being platted by way of an attorneys title opinion or title insurance commitment dated not earlier than thirty (30) days prior to the execution of the Plat. IN WITNESS WHEREOF, the City and Developer have caused this Agreement to be duly executed on the day and year first above written. Adelaide Landing 2nd Addition 13 By Tom Weidt, Mayor STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) City of Hugo :j Michele Lindau, Clerk On this day of , 200_, before me, a Notary Public, personally appeared Tom Weidt, Mayor, and Michele Lindau, Clerk, of the City of Hugo, a Minnesota municipality within the State of Minnesota, and that said instrument was signed on behalf of the City of Hugo by the authority of the City Council of the City of Hugo, and Tom Weidt and Michele Lindau acknowledge said instrument to be the free act and deed of said City of Hugo. Adelaide Landing 2nd Addition Notary Public 14 Developer OP5 Adelaide, LLC Benjamin Schmidt Its: Vice President STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) (Corporate Notary) On this day of , 20_, before me, a Notary Public, within and for said County and State, personally appeared Benjamin Schmidt, to me personally known, who, by me duly sworn did say that he is the Vice President or OP5 Adelaide LLC, a Minnesota limited liability company, on behalf of said company. DRAFTED BY: David K. Snyder Johnson & Turner 56 East Broadway Avenue #206 Forest Lake, MN 55025 Adelaide Landing 2nd Addition Notary Public 15 EXHIBIT A LIST OF DEVELOPMENT PLANS Sheet No. Plan Date Author 1-7 Final Plat Stamp dated March 7, 2018 Westwood Professional Recorded at Washington County Services, LLC 1 Construction Plans- Cover 5-19-17 revised 5-2-18 Westwood Professional Grading, Drainage, and Erosion Services, LLC Control Plan 2 Overall 5-19-17 revised 5-2-18 Westwood Professional Services, LLC 3-11 Grading, Drainage, and Erosion 5-19-17 revised 5-2-18 Westwood Professional Control Plan Services, LLC 12-13 Street Profiles 5-19-17 revised 5-2-18 Westwood Professional Services, LLC 14-15 Details 5-19-17 revised 5-2-18 Westwood Professional Services, LLC 1 Construction Plans — Cove 7-14-17 revised 9-28-17 Westwood Professional Sanitary Sewer, Water Mains, Services, LLC Storm Sewer, and Streets 2 Overall 2-23-18 Westwood Professional Services, LLC 3-6 Sanitary Sewer and Water Main 2-23-18 Westwood Professional Construction Plan Services, LLC 7-10 Street and Storm Sewer 2-23-18 Westwood Professional Construction Plan Services, LLC 11-12 Details 2-23-18 Westwood Professional Services, LLC 1-4 Final Landscape Plan 2-23-18 Westwood Professional Phase 2 Services, LLC 1 Trail Plan 4-27-18 Westwood Professional Services, LLC 1 Lighting Plan Westwood Professional Services, LLC 1-7 Water Re -Use Plan MT1 Distributing Adelaide Landing 2nd Addition 16 Adelaide Landing 2nd Addition EXHIBIT B APPROVAL CONDITIONS (See Resolution 2018- ) until approved 17 EXHIBIT C ESCROWS, FEES AND CHARGES a) Escrow for City Costs and Fees. The Developer shall deposit sufficient escrow with the City as outlined in Section A. 1. The required beginning balance in the account is calculated at $55,512.00. This sum is calculated to be four percent (4%) of the estimate of the required Improvements to be installed to serve the development, plus $5,000 which is the minimum balance required in the account. b) Cash Escrow or Letter of Credit. The Developer shall provide a financial guarantee to the City, in the form of a cash escrow or letter of credit, in the amount equal to one hundred twenty-five percent (125%) of the estimated amount of the required Improvements. This amount has been calculated by the City Engineer to be $1,578,491. This amount may be reduced upon request of the Developer and approved by the City. At no point shall the Letter of Credit be reduced below ten percent (10%) of the original amount. The City shall have the right to retain the financial guarantee until the Improvements have been completed to the satisfaction of the City and the warranty period has expired. c) Cash Escrow for Reconstruction of 130th Street. The Developer is responsible for paying 44% of the construction cost for the reconstruction of 130th Street. The total estimated cost of the construction is $3,558,000.00. The developer shall provide one-third of the construction cost in escrow money to the City or other payment method approved by the City for the improvements to 130th Street. The developer shall provide a financial guarantee to the City, in the form of a cash escrow or other payment method approved by the City, in the amount equal to $521,840.00. d) Storm Water Trunk Fee. The Developer shall pay the City a Storm Water Trunk Fee in the amount of $53,427.00. This sum is calculated to be $0.07 per square foot for the 804,426 square feet of net developable area within the Plat, with credit provided for the stormwater reuse/irrigation system based on the anticipated reduction in water demand. The reduction is calculated at 5%. This fee shall be paid before the Plat is signed by the City. e) Storm Water Ponding Fee. The storm water ponding requirement has been met by the Developer through the incorporation of on -site ponding. No storm water ponding fee will be applied. f) Snow Plowing. The Developer agrees to pay a one-time lump sum cash escrow to the City to cover the cost of snow plowing the roads within the plat, during the first Adelaide Landing 2nd Addition snow season, before the roads are formally accepted by the City of $.50 per lineal foot. The Developer shall post a cash escrow with the City in the amount of $1,550.00 ($0.50 x 3,100 = $2,594.00). g) Sealcoatin . The Developer shall post a one-time lump sum cash escrow with the City in the amount of $12,400.00 to cover the cost of the first sealcoating of the streets in the Plat. This sum is calculated to be $4.00 per foot for the 3,00 feet of streets within the Plat. h) Park Dedication. The Developer agrees to pay a park dedication fee of $1,128 per lot for residential development payable before the final plat is signed by the City. Said fee shall be due for each of the 70 lots within the Plat (i.e. total due $78,960.00). i) Cul-de-sac Escrow. N/A j) Escrow for Street Signage. Developer shall deposit $2,500.00 into an escrow account with the City. This amount represents an estimated cost of $500/sign for 5 signs to be installed within the development. k) WCA Escrow. N/A 1) Sanitary Sewer Trunk Fee. The Developer shall pay the City a sanitary sewer trunk fee in the amount of $114,240.00. This sum is calculated to be $1,632 per lot for the 70 residential lots within this phase. m) Water Trunk Fee. The Developer shall pay the City water trunk fee in the amount of $82,320.00. This sum is calculated to be $1,960 per lot, with credit provided for the stormwater reuse/irrigation system based on the anticipated reduction in water demand. The reduction is calculated at 40%, resulting in a trunk water fee amount of $1,176 per lot. The total is based on the reduced per unit fee applied to the 70 lots in the plat. Adelaide Landing 2nd Addition 19 F.XTTTRT D IRREVOCABLE LETTER OF CREDIT No. Date: TO: City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Dear Sir or Madam: We hereby issue, for the account of , and in your favor, our Irrevocable Letter of Credit in the amount of $ , available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. dated 200 , of b) Be signed by the City Administrator; and, c) Be presented for payment at on or before 4:00 p.m. on _ This Letter of Credit shall automatically renew for successive one (1) year terms unless, at least forty-five (45) days prior to the next annual renewal date (which shall be of each year), the Bank delivers written notice to the Hugo City Clerk that it intends to modify the terms of, or cancel, this Letter of Credit. Written Notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail at least forty-five (45) days prior to the next annual renewal date addressed as follows: Hugo City Clerk, City of Hugo, 14669 Fitzgerald Avenue North, Hugo, Minnesota 55038, and is actually received by the City Clerk at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified or limited by reference to any document, instrument or agreement, whether or not referred to herein. Adelaide Landing 2nd Addition 20 This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 400. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. Adelaide Landing 2nd Addition By: Its 21 CERTIFICATE OF INSURANCE PROJECT: CERTIFICATE HOLDER: INSURED: ADDITIONAL INSURED: AGENT: WORKERS' COMPENSATION: City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 City of Hugo Policy No. Effective Date: Expiration Date: Insurance Company: COVERAGE — Workers' Compensation, Statutory. GENERAL LIABILITY: Policy No. Effective Date: Insurance Company: O Claims Made LIMITS: [Minimum] Adelaide Landing 2nd Addition O Occurrence Expiration Date: 22 Bodily Injury and Death: $500,000 for one person Property Damage: $200,000 for each occurrence $ l ,000,000 for each occurrence Combination of Single Limit Policy $1,000,000 ore more COVERAGE PROVIDED: Operations of Contractor: YES Operations of Sub -Contractor (Contingent): YES Does Personal Injury Include Claims Related to Employment? YES Completed Operations/Products: YES Contractual Liability (Broad Form): YES Governmental Immunity is Waived: YES Property Damage Liability Includes: Damage Due to Blasting YES Damage Due to Collapse YES Damage Due to Underground Facilities YES Broad Form Property Damage YES AUTOMOBILE LIABILITY: Policy No.: Effective Date: Expiration Date: Insurance Company: (X) Any Auto Adelaide Landing 2nd Addition 23 LIMITS: [Minimum] Bodily Injury: $500,000 each person Property Damage: $500,000 each person Combined Single Limit Policy: $1,000,000 each occurrence $1,000,000 each occurrence ARE ANY DEDUCTIBLES APPLICABLE TO BODILY INJURY OR PROPERTY DAMAGE ON ANY OF THE ABOVE COVERAGES: If so, list: Amount: $ [Not to exceed $1,000.00] SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL MAIL THIRTY (30) DAYS WRITTEN NOTICE TO THE PARTIES TO WHOM THIS CERTIFICATE IS ISSUED. Dated at on C Adelaide Landing 2nd Addition 24 Authorized Insurance Representative EXHIBIT F FEE OWNER CONSENT TO DEVELOPMENT AGREEMENT Leona Stachowiak, a single person, fee owners of all or part of the subject property, the development of which is governed by the foregoing Development Agreement, affirm and consent to the previsions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated the day of , 20_ STATE OF MINNESOTA )SS COUNTY OF Leona Stachowiak The foregoing instrument was acknowledged and sworn to before me this day of 20 , by Leona Stachowiak, a single person. Adelaide Landing 2nd Addition Notary Public 25 ADELAIDE LAND/NG 2ND ADDITION KNOW ALL PERSONS BY THESE PRESENTS. That OP5 Ade/aide, LLC, a Minnesota limited liability company, owner of the fol/owing described property situated in the County of Washington, State of Minnesota, to wit: Outlot A, ADELAIDE LANDING 2ND ADDITION, according to the recorded plat thereof, Washington County, Minnesota. Have caused the same to be surveyed and platted as ADELAIDE LANDING 2ND ADD177ON and do hereby donate and dedicate to the public for public us the public ways, as shown on this plat and also dedicate the easements as created by this plat for drainage and utility purposes only. In witness whereof said OP5 Adelaide, LLC, a Minnesota limited liability company, has caused these presents to be signed by Ben Schmidt, Vice President this day of . 20 OP5 ADELAIDE, LLC Ben Schmidt, Vice President STA 7E OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me on this day of OP5 Adelaide, LLC, a Minnesota limited liability company, on behalf of the company. (Signature) Notary Public, My Commission Expires County, Minnesota CITY OF HUGO, MINNESOTA This plat was approved by the City Council of the City of Hugo, Minnesota this day of 20 and hereby certifies compliance with all requirements as set forth in Minnesota Statutes, Section 505.03, Subdivision 2. 03 Mayor Clerk COUNTY SURVEYOR Pursuant to Chapter 820, Laws of Minnesota, 1971, and in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of . 20 Washington County Surveyor COUNTY AUDITOR17REASURER 20 by Ben Schmidt, Vice President of Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20 on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer has been entered on this day of 20 (Name Printed) I hereby certify that l have surveyed and platted or directly supervised the survey and platting of the property described on this plat as ADELAIDE LANDING 2ND ADD1710N; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey- that all mathematical data and labels are correctly designated on the plat; that all monuments depicted on the plat have been or will be correctly set within one year; that all water boundaries and wet lands as defined in MS Section 505.01, Subd. 3 existing as of the date of this certification are shown and labeled on the plat; and that all public ways are shown and labeled on the plat. Dated this day of . 20 Craig W. Morse, Licensed Land Surveyor Minnesota License No. 23021 STA 7E OF MINNESOTA COUNTY OF HENNEPIN The foregoing Surveyor's Certificate was acknowledged before me on this Licensed Land Surveyor, Minnesota License No. 23021. (Signature) Notary Public, My Commission Expires County, Minnesota day of (Name Printed) 20 , by Craig W. Morse, Washington County Auditor/Treasurer COUNTY RECORDER Document Number Deputy I hereby certify that this instrument was recorded in the Office of the County Recorder for record on this day of 20, at o'clock M., and was duly recorded in Washington County Records. Washington County Recorder Deputy Westwood Professional Services, Inc. Sheet 1 of 4 sheets v\ n I I A/ T L) \/ v V IV I I\ I Zd,9.77 \ 00 LO 14.J5--'l\`-_24--�e5�o IN1805-9'J7W, l OUMOT A N6 60.2 37.05 -- N35°36 36,E 17 55.82 I i ii °58'30 1 N49 E 11 S18043'36"W, `'- 58.00` jl 60.04-) 16 N85 05859 E // 60.20- 0.20" 00 02J28 15 60.34 v / S16017'31"E)� 14 39.26 1 CLl 1 / o N3702642"W- c� 97.27 / tc� S52007'54'E,11/ �6 51.65 CO Ogg 9 IJ vi o p1 8 y MSET A p v / 7 e She 3� V- = W N ADELAIDE LAND/NG 2ND ADDITION n A I r� v v u FOUND 1/2 INCH - OPEN IRON PIPE A n r_- / A n r_- / -I L_ /-I l LJ L_ FOUND 1/2 INCH--, OPEN IRON PIPE /n n/ r, / n I i L_ /-I l V LJ / I V \ J N89 °59'27"W 1320.58 \ N AL - -- N -�� -\\ -----------N ------------------------------------------------_ / 1 - _ _ - - - - - - - - - '�` - - - - - - - N89 °50'37"W 2271_1 N89 °59 27"W 1320.36 - - - Aj I S76 00'4TE � I �� � �. / N o ��'49"E I+�1 lil, I----------------------------------------- 35.00-- \ - 67.48 I _ OUMOT A N13°15'49'E _�,� c, 1`0 � it N13°15 � -V \ I 15.69 N �� ` 28.26 I` \ �� \ ` • / �- 'L, ,IV hS ��NSP EASEMENT PER DOCUMENT \ o \ _________•��� oN NOS. 261315&267848 17 406.34 �, \�� 9 S89°5T'E �' \-EDGE OF WETLAND��h/ %6, o o, S 20 \ \ ' \ \ lLh/ L/ v T L_ v T cr ,, \ \ N37051'04"W ��/ N22°15'34"W o$ Cp Q�y 4 9oIro 0� N 21 _ _-�'-- 53.45 0 / S62°14'46"W 23.72 - `+ rn �. �. / S6 �srQ, �1 I OUMOT 0 cv O -MN PIPELINE CO 00 - 1 - Ao 1 ,L N cp 22 \ / \ \ �'�',EASEMENT PER I /°�` / 72.33 �\ X11 / . �s>�2�,, i l E sem,_ 4 I O \ �\/ DOCUMENT 0. 314335 �"��/ N28°24'51"W ++� 1� l �8 F i i 03' 2 - d'o 23 ?/ \ /%� `• / I 61 35 Cps I R8o \ L 58.42--`��\�\\ ���\ .hh' � Q � N �q5• � � EDGE OF 4ETLAND �11 -i_____________ O�� AL` N90000'00"W 462.53 + I �i `0h ^ \ �n r- / n I n r- l n� n l n I n /-i Ll L_ L _ /-I I v L_ �;;�j 11 _ /-I V LJ l I V � J CIN h . b' i -.,o I /l T A 261 ��9, \ ` 10,j 05„ ' ,Ili tit 0S2 N. Q I v v l L_ v l n 00 27 28,E R�� �� \, 5���17•�$ N87°53'21 "E 273.32 s oo�B SSsIQ �v OUMOT C $ ss 6SQF.1 ° Z 1 N44°4749'E 06A�0 06 h1 3 5 5 X1'08„ Seo` �. N86 4705"E -I 50.29 - ��o�� `�� h� \ 0'� 6� , 2 \ 29 �,� ��. 2 4 6 F 2`�SQ6 ,_=S4 66.603,E s`S9 srs8 s�q__ 0122 '8„E --\ 1 21744 I 3 off` ' 30 /� ' FN90 °00'00'E N90 °00'00 "E N89 °21 '18 "E N 79 1 g 175 36 ° 3 - - - 96.28 4 \ 1 S16°53'31'E 170.00 255.00 83. 12 , 0 5 '36"E N84 47'10"E =ts) S51 ° '30'E 0 �� 0 0 b \ \ 8 65.90 69.67 51.15 N77 ° � p S51 21 30 E s35 30'54" �R l� j ° i N84°32'28"E ° ,36 ,E N86 47'05"E00 92.81 �' 71.57 ' \��V A 9 o I S86 52 59 E , 45 29.43 �� 0 0 5/, „ 32S10044'07 65.90 0 1 oop S12°1424"E ' ZQ 43 ++\\ 6 S44 °22'46''Vl� \ ourLor a I S36 °35 06 E 1 \ INSET B W N _s10 °44'07"W , » o N % ohs -�___ 111 ,�/ 1 ° 1 \ \ ee Sheet 4 of 4 Sheets) 5 N N68 56 41 W o C O Cb 99. 123 1 N 1 6 f - 56.65 " S24 21:40'E 4 M o -/ 5 / I � 0 X3.29 -' � �$ p \ n; � �-- 54.00 O � 130.00 , 4 I �, �,, ,O i �/ 17 S27 03 47 11�j� 1� ,� \ 5 10 ISE, W a I o 1 I-- /� , 'h 1 So O ` oO , -,T �T �I \,\ �� Q ` 1 I.i1 v/RE-c IV. OUMOT E s' Ni \_ N32 49 29 E ,�. i1 40.94 R/ 0 62 5� 1 �+ S Io 4 - 91.8 - Q 0� ,SDC 1 1 8 9 %� �j° \ 'S \ 6 ? �� °� Off" ��� So N + I \ D `� F \ 3 \ \ h W �� ++ S �U N / 0 0 ,+ \ 7 ,�� N o �+ �+ r? o N90000 00 E / / p c.,.1 N I o I S00 13 14 W 2 \ �. E \ pc �� n N o + . �, o w V 1 3 O /,+ p -- ��-- 9Q.84 4 ' •'S �ti° 290 � o +++ + �, `9 17.42 -- Opo o 1 N,O 6 i +1 +i I 1 \ 0�j� \ e h �, + / �� 29, rn o-; ++ ++ \� I o �N N. 0 Z ,I 1 10 5 \ \ h h ;�� I/ 3� 01., 0 0 0 ++ o o co o I h ^ o - S89 °46'46''' �5i 1 �9 . S �, q° ��' , / 91 l `� i i ++ ��� �� 2`'r'o , » o 0 o Q1 " 0 2 1 7 N 11 1 7, A �9 \ �J ,\�� // �• 1 v' o _ O N nl _;L_ o A p ' p 11 R / ., 251.35 \ 64 o o N90 00 00 E 363.50 �o I 28 - 0 �? C� , i/ 246, r sz U q o p 31 11 4, 00 I cp- �9 �C 26 �. A0 �� 8.00 it o oma.. „ a 0 75.0 11 2° �,,N61050'56 11 CB_ 5,35 �, 116.27 I ° ,�.. 52 11 �c. W o R- 052 39 /V7jo , O 11.15 i, �� , » +N71 29 26 E �` `:. S' CB -S7 0 4'� �` -- 61.78 ao 123.7 67 2 8 1 »W i� �; �; 49 ,57 "W R=530.00 ���'/ c� 5891 46 46 E 68.63 "tiS10 7 26 4 \ . cp o I S83°30'00 ' 3°30'00"IN C6=S7 0 5 �'; :� c�=1 012 20 �9 18 E ���`�� \ I �rn CB=N9 13'22"Wos�� I N -iS89°46 46 E S89 T6-'4 6 E / 60`�� `s \7-71 \nTlI IA/A\/ Alnln[} II 1 , » ° 4 T AA/r AI Yrl,l IvvR Tl7 �- 2D oo ///^ '• 40 00 CB= S46 °28'40 "E If 0 , „ jh �(0 -'----6=17°30'21" N00°13'14"E _ N_0_0 13 14 E f` tK S5_7°18'10"E R=115.00 130.00 --`. I 93.20 N52°16'31 "E .,ii 35.14 �+ N1504822"E 6=5002433" 145.33 - S89 °4646 "E 1044.15 u S89 °46'46 "E 770.18 - + = - -+-- 20.75 =_-- R= 36.00 OUMOT A 31.67 a rrr AI/,')"rI 95.2 I.10-ir STREET 1VO Tri _984,50 POINT NOT TANGENT7�304 ^T Arl r'1/Tln AI CB�N%5 r -ATI[ -L) FjnA Irl^ I .� I /-IL/LJl l lVI v �� L, Lj L_rl V L_I \ I Vl VL/...; �- CJ VICINITY MAP /AI_! T_ --I I I -I L 7nln Ar)r-)ITI/)AI J nu �I vLL.1I /L/IV 150 0 150 300 450 Scale in fee t Scale: 1 Inch = 150 Feet The orientation of this bearing system is based on the most westerly line of Outlot A, ADELAIDE LANDING is assumed to bear S 11051'24" W. O Denotes 1/2 inch by 14 inch iron rebar set and marked by License No. 23021 • Denotes found iron, inscribed as shown "E N86°45'32"E\ N79016 08 - 184.89 183.8 / I I Westwood Professional Services, Inc. Sheet 2 of 4 sheets sem/° o j �� �� / h �,Q_ i l i i `. / 18 �> ov / crj //J � p z �' 70 o o o �S05047'57"E 130.09cc —QA w co O S43 ° 18 59 W 7.50 ni "—DRAINAGE & UTILITY 4=8 1 h I �i EASEMENT / 8°02 02" Z \ 17 / /„ '� R=60.00 0 0 10 N \ N'130j / /// /// 37.61 D�! /p=35°55'10 oOh �" \\ o j5/ / i� `l� o0 0 1Q0 16 ��� 15 w\ \ oo \ \ \ l l DRAINAGE &-\ UTILITY �� \ EASEMENT �i \ '61� 39 ¢9 7 S1610 OSS _;1016S o 6 60.34 — 30 17,2 N0002328"W S16� /DE LAND/NG 2ND ADDITION 3�02,1y, �j0< 0S,96' 150 9� 0 39, 25 E 523 2 317 .8 5.00 CB=477 --- _S78016'54, �r 064_23052 39 375. 60 S060,5 936 "W 242.63 S06 °30'00"W 11.28 40 0 40 80 120 Scale in fee t Scale: 1 Inch = 40 Feet The orientation of this bearing system is based on the most westerly line of Outlot A, ADELAIDE LANDING is assumed to bear S 11051'24" W. O Denotes 1/2 inch by 14 inch iron rebar set and marked by License No. 23021 • Denotes found iron, inscribed as shown Drainage and Utility Easements are shown thus: (Ivor to .kale) Being 5 feet in width, unless otherwise indicated, and adjoining lot lines, and 10 feet in width and adjoining right—of—way lines as shown on the plat. Westwood Professional Services, Inc. Sheet 3 of 4 sheets 0 X00 041 40.94 S27003'47"E S89 °46'46 "E 251.35 ADELAIDE LAND/NG 2ND ADDITION 11.,., �0 � - R;5 � 2'20 ,W ,19013 22 C;g,N The orientation of this bearing system is based on the most westerly line of Outlot A, ADELAIDE LANDING is assumed to bear S 11051'24" W. 0 Denotes 1/2 inch by 14 inch iron rebor set and marked by License No. 23021 • Denotes found iron, inscribed as shown 40 0 40 80 120 Scale in feet Scale: 1 Inch = 40 Feet 1h"WAM Drainage and Utility Easements are shown thus: (Not to scale) Being 5 feet in width, unless otherwise indicated, and adjoining lot lines, and 10 feet in width and adjoining right—of—way lines as shown on the plat. Seo F Westwood Professional Services, Inc. Sheet 4 of 4 sheets C2018 Westwood Professional Services, Inc. i cia � o O �\ nl o Q 0 1�Z� 0 a 1 o 0 Wpcait r11V11C �JJL�JJ/-J IJV /VJJ F111QlJ1 GI11 VIIVC Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL LANDSCAPE ARCKWECT, under the laws of the State of Minnesota Cory Meyer Date 02/23/4 License Ne 0 Stormwater Native Seed Mix 33-261 Stormwater South & West Common Name Scientific Name Rate (kg/ha) Rate (Ib/ac) % of Mix (% by wt) Seeds/ sq ft big bluestem Andro 0 on gerardii `L, 2.00 5.72% 7.35 fringed brome Bromus ciliatus 2.24 2.00 5.73% 8.10 blue'oint Calama rostis canadensis 0.07 0.06 J l slender wheatgrass El mus trach caulus 1.12 i 2.85% '\v Virginia wild rye El mus virginicus 1.68 1.50 � � 2.31 switchgrass l Stormwater Native Seed Mix 33-261 Stormwater South & West Common Name Scientific Name Rate (kg/ha) Rate (Ib/ac) % of Mix (% by wt) Seeds/ sq ft big bluestem Andro 0 on gerardii 2.24 2.00 5.72% 7.35 fringed brome Bromus ciliatus 2.24 2.00 5.73% 8.10 blue'oint Calama rostis canadensis 0.07 0.06 0.18% 6.40 slender wheatgrass El mus trach caulus 1.12 1.00 2.85% 2.53 Virginia wild rye El mus virginicus 1.68 1.50 4.28% 2.31 switchgrass Panicum virgaturn 0.43 0.38 1.07% 1 1.93 fowl bluegrass Poa palustris 1.19 1.06 3.03% 50.70 Indian grass Sor hastrum nutans 0.13 0.12 0.36% 0.55 prairie cordgrass S artina pectinata 0.43 0.38 1.07% 0.91 NPO Total Grasses 9.53 8.50 24.29% 80.78 awl -fruited sedge Carex sti ata 0.28 0.25 0.71% 3.10 dark green bulrush Scir us atrovirens 0.21 0.19 1 0.54% 31.70 woolgrass Scir us cyperinus 0.07 0.06 0.18% 39.00 BB Total Sedges and Rushes 0.56 0.50 1.43% 73.80 Canada anemone Anemone canadensis 0.08 0.07 0.19% 0.20 marsh milkweed Asclepias incarnata 0.12 0.11 0.32% 0.20 leafy beggarticks Bidens frondosa 0.12 0.11 0.31% 0.20 flat-topped aster Doellin eria umbellata 0.07 0.06 0.17% 1.50 spotted Joe pye weed Eutrochium macu/atum 0.07 0.06 0.18% 2.19 autumn sneezeweed Helenium autumna/e 0.15 0.13 0.36% 5.97 obedient plant Ph soste is vir iniana 0.08 0.07 0.21% 0.30 tall coneflower Rudbeckia laciniata 0.08 0.07 0.21% 0.37 New England aster S m h otrichum novae -an liae 0.08 0.07 0.19% 1.56 blue vervain Verbena hastata 0.06 0.05 0.15% 1.85 olden alexanders Zizia aurea 0.22 0.20 0.56% 0.79 Total Forbs 1.12 1.00 2.85% 15.13 Oats or winter wheat (see note at beginning of list for recommended dates) 28.02 25.00 71.43% 11.14 Total Cover Crop 28.02 25.00 71.43% 11.14 Totals: 39.23 35.00 100.00% 180.85 Purpose: Stormwater pond edges, temporarily flooded dry ponds, and temporarily flooded ditch bottoms. Planting Area: Tallgrass Aspen Parklands, Prairie Parkland, and Eastern Broadleaf Forest Provinces. Mn/DOT Districts 2(west), 36, 4, Metro, 6, 7 & 8. Low Maintenance Turf Seed Mix 25-131 25-131 Low Maintenance Turf Common Name Scientific Name Rate (lb/ac) Rate (kg/ha) % of Mix (by weight) Seeds/ sq ft red fescue Festuca rubra 64.00 71.73 29.09% 667.00 Chewin 's Fescue Festuca rubra ssp. commutata 44.00 49.32 20.00% 458.60 Low Maintenance Kentucky bluegrass Poa pratensis Low Maintenance 36.00 40.35 16.36% 1148.70 Hard fescue Festuca trachyphylia 30.00 33.63 13.64% 389.10 Sheep Fescue Festuca ovina 25.00 28.02 11.37% 304.22 Perennial R e rass Lollum perenne 21.00 23.54 9.54% 104.60 River Birch / Betula nigra Total 1 220.00 1 246.59 1 100.00% 3072.22 Purpose: Salt, shade and drought tolerant turfgrass. Requires less frequent mowing and less fertilization than conventional turfgrass. Planting Area: Statewide Siouxland Cottonwood / Populus deltoides 'Siouxland' #15 CONT. AS Combine all components when blending this mix. H 70' W 40' NPO Designed: NIM Checked: CLM Drawn: NIM Record Drawing by/date Prepared for: Final Plant Schedule - Phase 2 CODE QTY. COMMON/BOTANICAL NAME SIZE SPACING O.C. MATURE SIZE ABM 23 Autumn Blaze Maple / Acer x freemanii 'Jeffersred' 2.5" BB AS SHOWN 15' H 50'-60' W 40' SGM 4 Sienna Glen Maple / Acer x freemanii 'Sienna' 2.5" BB AS SHOWN -- Prairiefire Crab / Malus 'Prairiefire' H 50'-60' W 40' NWM 15 Northwood Maple / Acer rubrum 'Northwood' 2.5" BB AS SHOWN 6' HT., H 50' W 35' FFM 4 Fall Fiesta Maple / Acer saccharum 'Bailsta' 2.5" BB AS SHOWN 9 H 50'-75' W 50' RVB 2 River Birch / Betula nigra #15 CONT., CLUMP AS SHOWN H 40'-60' W 30'-40' COT -- Siouxland Cottonwood / Populus deltoides 'Siouxland' #15 CONT. AS SHOWN H 70' W 40' NPO 14 Northern Pin Oak / Quercus ellipsoidalis 2.5" BB AS SHOWN H 50'-60' W 45' REO 17 Red Oak / Quercus rubra 2.5" BB AS SHOWN H 60'-80' W 40'-50' SWO 6 Swamp White Oak / Quercus bicolor 2.5" BB AS SHOWN H 50'-60' W 40'-50' FYL 24 Frontyard Linden / Tilia americana 'Frontyard' 2.5" BB AS SHOWN H 60'-70' W 30'-40' BOL -- Boulevard Linden / Tilia americana 'Boulevard' 2.5" BB AS SHOWN H 50'-60' W 25-30' PRE 17 Princeton Elm / Ulmus americana 'Princeton' 2.5" BB AS SHOWN H 60' W 40' PEE -- Prairie Expedition Elm / Ulmus americana 'Lewis & Clark' #15 CONT. AS SHOWN H 55' W 60' VFE 2 Valley Forge Elm / Ulmus americana 'Valley Forge' 2.5" BB AS SHOWN H 70' W 70' JTL 13 Ivory Silk Japanese Tree Lilac / Syringa reticulata 'Ivory Silk' 8' HT., BB CLUMP AS SHOWN H 25' W 15' QUA 10 Prairie Gold Quaking Aspen / Populus tremuloides 'NEArb' 2" BB AS SHOWN H 30' W 15' PFC -- Prairiefire Crab / Malus 'Prairiefire' 2" BB AS SHOWN H 15-20' W 20' NOS 9 Norway Spruce / Picea abies 6' HT., BB AS SHOWN H 60'-80' 70 W 25-30' OVERSTORY TREES: NOP 5 Norway Pine / Pinus resinosa 6' HT., BB AS SHOWN H 50'-80' 30 W 30'-40' SCP 2 Scotch Pine / Pinus sylvestris 6' HT., BB AS SHOWN H 40'-60' ALL 65', 70' & 85' SINGLE FAMILY LOTS W 30'-40' 55' & 50' SINGLE FAMILY LOTS WHP 9 White Pine / Pinus strobus 6' HT., BB AS SHOWN H 50'-80' W 30'-40' NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. Native Seeding Legend DENOTES STORMWATER NATIVE F/M SEED MIX (33-261) DENOTES LOW MAINTENANCE TURF SEED MIX (25-131) * ALL DISTURBED AREAS TO BE SODDED UNLESS NOTED OTHERWISE P5 Adelaide L 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 a Overall Project Landscape Requirements Overall Provisions Phase 2 Landscape Provisions I V I /AL L/AIVUJL/Ar'IIVV r-RUVIULU: LO / I rCCCJ v - STREET TREES: 93 TREES 4c ADDITIONAL YARD TREES (1 /LOT - BY BUILDER): 70 TREES 4c BUFFER OVERSTORY TREES: 35 TREES 4c BUFFER EVERGREEN TREES: 39 TREES 4c BUFFER ORNAMENTAL TREES: 30 TREES MOTES: 41 ONE (1) ADDITIONAL TREE TO BE INSTALLED BY BUILDER AFTER HOME CONSTRUCTION: - YARD TREE TO BE PLANTED IN FRONT YARD ON ALL 65', 70' & 85' SINGLE FAMILY LOTS - YARD TREE TO BE PLANTED IN REAR YARD ON 55' & 50' SINGLE FAMILY LOTS Planting Legend DENOTES STREET TREE DENOTES BUFFER EVERGREEN DENOTES BUFFER DECIDUOUS TREE DENOTES BUFFER ORNAMENTAL TREE DENOTES FUTURE STREET TREE DENOTES FUTURE BUFFER EVERGREEN DENOTES FUTURE BUFFER DECIDUOUS TREE DENOTES FUTURE BUFFER ORNAMENTAL TREE DENOTES PREVIOUS PHASE DECIDUOUS TREE DENOTES PREVIOUS PHASE EVERGREEN DENOTES PREVIOUS PHASE ORNAMENTAL TREE ADELAIDE L A N D I N G Hugo, MN 0' 200' 400' 600' Call 48 Hours before digging: elAA ----IIC5AA ---- Date. 02/23/18 Sheet: 1 OF 4 0008463.02PLF01. d Overall Final Landscape Plan - Phase 2 © 2018 Westwood Professional Services, Inc. WAMC+ Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL LANDSCAPE AR under the laws of the State of Minnesota Cory Meyer Dam 02/23/ Laense No. 26971 Designed: NTM Checked:- CUI Drawn: NTM Record Drawing by/dates Prepared for. P5 Adelaide L 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 ADELAIDE LA N D I N G Hueo. MN I Planting Legend DENOTES STREET TREE DENOTES BUFFER EVERGREEN DENOTES BUFFER DECIDUOUS TREE DENOTES BUFFER ORNAMENTAL TREE DENOTES FUTURE STREET TREE DENOTES FUTURE BUFFER DENOTES FUTURE BUFFER DECIDUOUS TREE DENOTES FUTURE BUFFER ORNAMENTAL TREE DENOTES PREVIOUS PHASE DECIDUOUS TREE DENOTES PREVIOUS PHASE EVERGREEN DENOTES PREVIOUS PHASE ORNAMENTAL TREE 0' 50' 100' Call 48 Hours before digging: 150' Date, 02/23/18 Sheet: 2 of 4 0008463.02PLF02.dw Final Landscape Plan - Phase 2 © 2018 Westwood Professional Services, Inc. bUAKUWALK . gyp / J v / / / A �'� \ �� V -ER LO -------------� �\ ��\ / � 93 // //� �� O �> \ 24 NATIVE / / A \ N � � _ � � I STORMWATER 932 r�-. / /// c \ \ '' \ 926 SEED MIX ' \ (33-261) 936, PHASE 2 /SUTURE PHASE 93 I v `v I I LIMIT LANDSCAP/^/C v 2 I \\ \ 9421 \ \ I I 0 /1-1 /� \ - \ T YP �l. A G A v V \ 920 9 i \\\ G I 1 O� \ \\ I I 942// // / ,�\ \ \ \ �� 5 938 / �\ \ 922 \ / /\ \/ \ \ I — I I ii / 9 926 / \\\\ G \ \ _—L �� � `\ \ _ _ J Low 7 \\ � � 1 ��� 4 28 \ / \ \ ,< , AINTENANCE / ,3 \ ) \ CID _ 1 TURF SEED MI- F �, I � % LOW \ \ � � / � (25-131) + + MAINTEN _ + + + TURFraSE IX \\\ , c / / 8 >/ / 93 \ - \ FUTURE \ I / / / \ > 93--- + + I + + -\ O + \ / / 9 / / 2 \ TRAIL �- — J 5 / ` 1 L 934 L \+ + I s+ + �(-131 �\ �� ti / , A2 r vrte �' ++ +`++ w / 8 N y // // �La' V �g vv //� ��� , , \ d co 938 7 I I 936 I + + + + ' — 9Q + ? I ►� rn / / 942 1 1 94th I \ \ / 4 / / F +++++ ++ +++ + + - + + + + + \ o / � � I I ++ + +++ + + + \ �\ �\ / \ + + 1 / _ + + + ++ U)/ o \ C, / / \ + + + + + + I 0' + + - 10 o O"��` D D / / I 10 WT MEE. N / a \ , X44 r-- - - � \ \/ / F--- 9 44 �---- -� 70 7 / 8 ABM ++ \ �� / / O / \\ \ // // C I 944 1 1 I I I \ 4 esb / 4 ABM \ G \ 9 \ / II I I 6 \\ \ O \\\ \\ `�`��, ,/, 4 6 LV VV I 1II + \ �� / \ A2 / // 1 I I 1 8 , a o AINTENANCEI I ++++ \ / i /> /� \/j I I I i , RF` SEqD MI \ I I 4 F �� 231) � \ 1\ \�/+ +++ + \\ ��' a \ �- /' /' \ °° ,/ ,/ �/4 II I I I �JTURE PHA I \ \\ \\ ��\\ \v' \ sb� sem \L/ / 2 NWM o I `���++ +++ + \ 1 ANDSCAPING 0 rD 942 1 942 RE � ��� 1 \ \ s6� S6 \ / / c \ / / 1 1936 \ `9 ° \ D / / / °` I P I SE 2 // 9RA ,/ / 6 P \ <\ / r -I L ----moo I r— r 1 1 I Planting Legend — — 7 1 1 1942 I 940 L MIT `\ Sb� @ / / / / / / /� a ° \195r 936 1 v� •A / / / .� I I I I I I I I I I I I I I I 1 I I I I I I I I I I G I I G 1 1 V 9u � / �\ � / / I I `r I 1 1:71 I I DENOTES STREET TREE ,, DENOTES BUFFER EVERGREEN MCO \ \ �• \ \ , , 2 J Qi / / I I I 1 DENOTES BUFFER DECIDUOUS G ` \�' \ / / / \ / / L \�� G I I G sb \ I � \ / / c � I I TREE %—J L— I I JL - - - - J - - - L / \ \� / / ° g�� - I L - - - - - L - _ DENOTES BUFFER ORNAMENTAL - - O \ / / \ TREE 17 dr j\ 7 s�� sd� \ 9 DENOTES FUTURE STREET TREE I I D \ \ I cv 1-Q -a a G �� v v / I ��, v // / � a a 19.� DENOTES FUTURE BUFFER a \ V A o A // / G EVERGREEN - - - - - -1 \ \ , \ \ `92 9� / / / / / - - - - - - - - - DENOTES FUTURE BUFFER • I I I I I I 11 11 G \ \ \ \ .- � \ � D � � � // � � G I I I I DECIDUOUS TREE G G I G I G 1 V A\ v v �I, , --r-1T \� // �r / l ENTRY v / // 5' l 42 / I 1 1 \ \ • , v j MONUMENT PREI/l PHASE\ 1 \ \\ y Sb� \ \ (SEE DETAIL) 936 NATIVE LAND APIN 1 1 `\ \ i ✓ �`Ltk ��ti sb� sb� \ STORMWATER9 / // G 42 �� 10 I I DENOTES FUTURE BUFFER ORNAMENTAL TREE DENOTES PREVIOUS PHASE DECIDUOUS TREE DENOTES PREVIOUS PHASE 93 11 \ i �` Ti 17 • ( .� 1 1 \�' i o,�l.� °'r v i L- � i F7 • N = I SEED MIX • / // I i EVERGREEN 0� NATIVE—p s �C\ I (33-261) J 934 I O DENOTES PREVIOUS PHASE ---� ----� L-----] L-------� -- -- STORMWATER \ I ' 924 928J I ---- ORNAMENTAL TREE SEED MIX 930 sb� I 928 926 - L- - - - - - - - • (33-261) \ — — • ®- 6 g 4" - - 4 • _ \ � �- • — — �— POH POH POH PON PON POH POH POH POH POH POH POH PO \ \ p, • VU EX. MH -3 RE= 37 8/ 932 02�J00 I Pvc '8" 0\ \ \ �� S„ PVc-929 \ / / \ p `1 X.M1 I IE -9 08 o 1 \ op 50 100 150 \ ` EX.MH— ` Q l \ J Call 48 Hours before digging: IE— 05�` --- "I/ ` ` \ 69s �\ \ / 1 i 811 or ca11811.com Westwood I hereby certify that this plan was prepared me or under my Prepares for: direct supervision and that I am a duly Hcensese d PROFESSIONAL �j LANDSCAPE AR under the laws of the State Minnesota. CLM 0P5 Adelaide LLC Checked -Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Drawn: bnu Toll Free (888) 937-5150 westwoodps.com Cory Meyer 1660 Highway 100 South, Suite 400 Westwood Professional Services, Inc. Date: 02/23/ Licenee No. 26971 Reewd Drawfg by�datc St. Louis Park, MN 55416 ADELAIDE LA N D I N G Hueo, MN Date, 02/23/18 Sheet: 3 OF 4 0008463.02PLF03.dw Final Landscape Plan - Phase2 © 2018 Westwood Professional Services, Inc. Planting Details DECIDUOUS TREE PLANTING PRUNE OUT MISDIRECTED BRANCHES. PROVIDE ONE CENTRAL LEADER. GUYING AND STAKING, (OPTIONAL) FOR ONE (1) YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES: TOP STAKES 5' ABOVE GROUND (MAX.) OR TO FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.) BELOW GROUND. STAKING POSTS TO BE 2"X2" STAINED WOOD OR PAINTED STEEL DELINEATOR POSTS. PLACE 3 POSTS EQUIDISTANT AROUND AND OUTSIDE ROOT BALL. SECURE TREE TO POSTS WITH 16" LONG POLYPROPYLENE OR POLYETHYLENE, 40 MIL., 1.5" WIDE STRAP. PLACE MULCH, DEPTH AS SPECIFIED, OVER PLANT PITS — DO NOT PILE AGAINST TRUNK. FORM 3" DEEP WATERING BASIN. BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL. SCARIFY SIDES AND BOTTOM OF HOLE. REFER TO AMERICAN STANDARD FOR NURSERY STOCK FOR MINIMUM BALL SIZE. ROOT FLARE TO BE PLANTED AT OR NEAR FINISHED GROUNDLINE. SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDLINE WITH FINISHED SITE GRADE. N.T.S. LAST REVISED: LA28 0 w EVERGREEN TREE PLANTING PRUNE OUT MISDIRECTED BRANCHES. PROVIDE ONE CENTRAL LEADER. GUYING AND STAKING, (OPTIONAL) FOR ONE (1) YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES: TOP STAKES 5' ABOVE GROUND (MAX.) OR TO FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.) BELOW GROUND. STAKING POSTS TO BE 2"X2" STAINED WOOD OR PAINTED STEEL DELINEATOR POSTS. PLACE 3 POSTS EQUIDISTANT AROUND AND OUTSIDE ROOT BALL. SECURE TREE TO POSTS WITH 16" LONG POLYPROPYLENE OR POLYETHYLENE, 40 MIL., 1.5" WIDE STRAP. PLACE MULCH, DEPTH AS SPECIFIED, OVER PLANT PITS — DO NOT PILE AGAINST TRUNK. FORM 3" DEEP WATERING BASIN. BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL. SCARIFY SIDES AND BOTTOM OF HOLE. REFER TO AMERICAN STANDARD FOR NURSERY STOCK FOR MINIMUM BALL SIZE. ROOT FLARE TO BE PLANTED AT OR NEAR FINISHED GROUNDLINE. SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDLINE WITH FINISHED SITE GRADE. N.T.S. LAST REVISED: LA29 ing Notes 1. CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. FIELD SUBSTITUTIONS MUST BE APPROVED BY LANDSCAPE ARCHITECT AND/OR CITY PRIOR TO INSTALLATION. 5. CONTRACTOR SHALL PROVIDE ONE YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6. AT TIME OF PLANTING ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA—GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, OPEN WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL—IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10. AT CONTRACTOR DISCRETION, TWINE AND TOP OF BURLAP MAY BE LEFT ON FOR INITIAL YEAR AFTER INSTALLATION ONLY IF BIODEGRADABLE TWINE AND BURLAP ARE USED. CONTRACTOR TO VERIFY TWINE AND BURLAP DEGRADATION AFTER ONE YEAR PERIOD AND REMOVE ANY REMNANT MATERIAL AS NECESSARY. 11. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 12. REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 13. PRUNE PLANTS AS NECESSARY — PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 14. STAKING OF TREES IS OPTIONAL AT CONTRACTOR DISCRETION; REPOSITION AND PLUMB IF NOT PLUMB AFTER ONE YEAR. NON—PLUMB TREES TO BE SUBJECT TO WARRANTY REPLACEMENT OR REPAIR. 15. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 16. BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (COMMON TOPSOIL BORROW) AND TO BE NATIVE TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. 17. MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF SHREDDED HARDWOOD MULCH. SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. 18. EDGING TO BE COMMERCIAL GRADE VALLEY—VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V—SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN—GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 19. ALL DISTURBED AREAS OR PREVIOUSLY TILLED AREAS TO BE SODDED OR SEEDED AS INDICATED EXCEPT POND AREAS AND WETLAND BUFFERS (SEE GRADING PLAN / EROSION CONTROL). SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. 20. PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS—BUILT PLANS, AND NORMAL PROGRAMMING. LAWN SPRINKLERS/IRRIGATION SYSTEMS SHALL ALL HAVE RAIN SENSORS TO LIMIT UNNECESSARY WATERING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE—YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. 21. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 22. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 23. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 3 NOS v v � / \ l.°p (" / o / / \ 0 , 906 1 ti < �9 i 0 / G / /// �� 19 // // \\ \ C oa °'1 � / \\ \\ // // 9\0 1 / l, 16 v r / / / v v \ ti°c l m 5 NOP L L �` / / 20 \ s 92 9 `\ 9 0 0 �1ti / I / 10 _ 2 QUA��\ 9 N �, 6 NATIVE 15 + + ��� / / / / /�' / / STORMWATER + + # A� /�/ �` s `O SEED MIX °' + �'Lp / r : = / / v \ _ °�� tivf (33-261) L + ++ <��, < / // \\ \ 00 0') / \ \ rn 1 SWO /�' \ PO ++ + A< / c / // s�� �7A tK � 4 BHS ��'/ A +++ ++++ / // //93¢ \ �S cry �' ( // /�+++ < 14 / / / 23 / \ / r / I / / �\ / + 1-30 `.9 + 3 Quk' V / ////\v ++ + / // W024 / /�� °�// �� V </ / / / / LOW / 13 / / + / AINTENANCE URF SEED ,/ � FUTURE < " / B / / / / / + 25 _ _� : 25-131 / / \ \ \ �� \ \\ BOARDWALK 1 RV j o`O 0) 6 WHP \�/� aV 12 / / c 3 \ / / // // //\\ b\ `� ----7 rn �. IVE < / / / / ' / / 26 Q / \ \ � STO MTWATER 13 NWM SEED MIX & � / � 2 SGM � / \ \ \ / / / / / < � � � � / / / / / / \\ (33-261) / a / ���, //// 27 // / vvv svI��� ' �; / o rn o. , ® �♦ G / / // /� I FUTURE I / cv \ , / / 9 \ TRAIL / _ rn 1 ABS �\ \ 1� \\ \\ / // 13 PRE / / ®� / / A / / /\ \\ I rn 3 BHS \ \ \ c / / / /28 / \ \ c) Q) / (0 2 FFM /� \ �. ® � / //// < �2 \�\ \ � // / / / .,O n z ��in n < < _ \ \ .� < / / /C _ it / /� G' /, <� .. \ \ / / , / . / ii ,> \ Westwood I hereby certify that this plan was prepared me or under AL Prepazea for: direct supervision and that I am a duly licensed PROFESSIONAL N'1'M LANDSCAPE AR under the laws of the State of Minnesota.OP5 Adelaide LLC ADELAIDE Checked-� Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Drawn: NTM 1660 Highway 100 South, Suite 400 LANDING Toll Free (888) 937-5150 westwoodps.com Cory Meyer $ Y Westwood Professional Services, Inc. Dam 02/23/ _ormse No. 26971 Record Drawing by�date: St. Louis Park, MN 55416 Hugo, MN Planting Legend DENOTES STREET TREE DENOTES BUFFER EVERGREEN DENOTES BUFFER DECIDUOUS TREE DENOTES BUFFER ORNAMENTAL TREE DENOTES FUTURE STREET TREE DENOTES FUTURE BUFFER EVERGREEN DENOTES FUTURE BUFFER DECIDUOUS TREE DENOTES FUTURE BUFFER ORNAMENTAL TREE DENOTES PREVIOUS PHASE DECIDUOUS TREE DENOTES PREVIOUS PHASE EVERGREEN DENOTES PREVIOUS PHASE ORNAMENTAL TRBB 0' 50' 100' Call 48 Hours before digging: 5211 ^r ~111211 ^gym 150' common urouna Hlllance Date, 02/23/18 Sheet: 4 OF 4 0008463.02PLF04.dw Final Landscape Plan - Phase 2 © 2017 Westwood Professional Services, Inc. for ra in rz Control Plan for linage and Erosion Adela0 ide Landing, 1st & 2nd Hugo, MN Prepared for: 1OP5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 Contact: Steph Griffin Phone: 952-525-3239 Prepared by: Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. Project number: 0008463.00 Contact: John Bender Add. Vicinity Map z w Li LJ Egg a 142nd ST. N. > L a k e 142nd¢ q a ST, N. w z z 141st ST. Q L)w > ¢ > ¢ w ¢ � w �_ 141st T. ST. ¢ �\ N �qY D GGG 3 q� �w J > q o L, 138th F L. IGg�h <q�F > SO STw ST o 137th a A N �Gqp o ST. N, r � �4 S ¢ z _JQ z w CS o W Zw ¢ 135th ST, Qf W 0 0 9 -/YN9 - VI/ Y �� z 132nd ST, Y z ':e t'jZ 129th UwV3, << Z z ST. N, �P SITE a L` Q ¢ 128th ST. N. FONDAN TR. J z 128th ST. J ¢ ¢ d K sr. � w ,w w _ o N, ? _ 61 CAL LIVA CT. N. / 125th ST. N. (Not to Scale) STONE AVE, NO. DATE Sheet List Table SHEETS 1 Sheet Number Sheet Title All 2 08/23/17 1 Cover 3 09/22/17 City Comments All 2 Overall Grading, Drainage and Erosion Control Plan 3 Grading, Drainage and Erosion Control Plan 4 Grading, Drainage and Erosion Control Plan 5 Grading, Drainage and Erosion Control Plan 6 Grading, Drainage and Erosion Control Plan 7 Grading, Drainage and Erosion Control Plan 8 Grading, Drainage and Erosion Control Plan 9 Grading, Drainage and Erosion Control Plan 10 Grading, Drainage and Erosion Control Plan 11 Grading, Drainage and Erosion Control Plan 12 Street Profiles 13 Street Profiles 14 Details 15 Details Vicinity Map z w Li LJ Egg a 142nd ST. N. > L a k e 142nd¢ q a ST, N. w z z 141st ST. Q L)w > ¢ > ¢ w ¢ � w �_ 141st T. ST. ¢ �\ N �qY D GGG 3 q� �w J > q o L, 138th F L. IGg�h <q�F > SO STw ST o 137th a A N �Gqp o ST. N, r � �4 S ¢ z _JQ z w CS o W Zw ¢ 135th ST, Qf W 0 0 9 -/YN9 - VI/ Y �� z 132nd ST, Y z ':e t'jZ 129th UwV3, << Z z ST. N, �P SITE a L` Q ¢ 128th ST. N. FONDAN TR. J z 128th ST. J ¢ ¢ d K sr. � w ,w w _ o N, ? _ 61 CAL LIVA CT. N. / 125th ST. N. (Not to Scale) STONE AVE, NO. DATE REVISION SHEETS 1 08/01/17 City Comments All 2 08/23/17 Revisions 2,8,12 3 09/22/17 City Comments All 4 02/19/18 Record Plans All 5 05/02/18 Updated Plat Additions All Construction Plans for Grading, Drainage and Erosion Control Plan for Adelaide Landing, 1st & 2nd Add. Hugo, MN Date: 05/19/17 Sheet. 1 of 15 0008463CVF01.d o 2017 Westwood Professional Services, Inc. Call 48 Hours before digging: (w 811 or cal1811.com I° o O Common Ground Alliance F CC -I- iL / q�Q� GENERAL NOTES: 934 � � °D • o I ) I 93 932 Z ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADES UNLESS a 4 932 Za OTHERWISE NOTED. • REFER TO THE FINAL PLAT OR SITE PLAN FOR CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. ' �,� I �� �/ () Q • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND �� Q 1 A TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD -VERIFY PRIOR TO CONSTRUCTION. THE a�, 930 r J I CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS f' THE CONTRACTOR IS TO CONTACT GOPHER STATE "ONE CALL" FOR UTILITY LOCATIONS AT 454-0002. 930 1 Q ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY o / \ C -A EXCAVATION CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS Q U L / Q �° " v rn BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND OT 9 L ;1�_ _�.; O SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO A I a P 110 OM- .� / / % p� C:. Z �,S�I /� /, ? C� <, 930-' , ~' e V Q 900 �' BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY N / / _ @ \ p S� ` 6 \ i v \ \ Q r-^ PONDING, DIKES, HAYBALES, ETC., REQUIRED BY AGENCIES/OWNER SHALL BE INCIDENTAL TO THE ' ) 0 / �� GRADING. ' o ) -930 0 "� P( / 4 a� o n oo L� 4�M b �- c— • THE GRADING CONTRACTOR MUST BE AWARE OF ALL EXISTING AND PROPOSED UTILITIES 0 1 o 0 -� � / Q �/ � � � b O �4 ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO �, O 928 v 4 0 REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. OUTLO D J • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. 00 1 L�7� 1 THIS INCLUDES MAINTAINING DITCH FLOW FROM THE EAST SIDE OF PROJECT, THROUGH THE PROJECT, II"YI - 9 8 � L) o // 1 TO THE NORTHWEST CORNER OF SITE WHERE DITCH EXITS SITE. 926 p ° J • ALL EXPOSED SOILS MUST BE STABILIZED WITHIN 7 CALENDAR DAYS OF ROUGH GRADE COMPLETION T—TJ O A oo 928 ( Mi9 UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ALL STOCKPILES MUST HAVE ADEQUATE SEDIMENT ° 9 / a, TRAPPING SYSTEMS INSTALLED AROUND THEM. \ / r -� ` �� 1 �� �- ✓ 9�8 g�� v / • THE SITE MUST BE KEPT IN A WELL -DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL ° Q YYQ •5 1� /�� ° I `�' / / —� BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TO INSURE rfp ND 20 =900.0 l �c\J V ,� PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS C v' MUST BE PROVIDED WITH A POSITIVE OUTFLOW. OUTLET EL 928.5 p 2. �l G 0 � n /r 12 \ x _ — ° I O 100 YR HW 931.0 _ _ PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREET SWEEPING POND BOTTOM 918.5 o a W I ' r— —i I I I f D TI _ \ �, /l1 Q SHALL BE CONCURRENT WITH EARTHWORK ON SITE. 1b EXISTING 14 C�i FLOODPLAIN (TYP.) HAULING HOURS MUST BE CONFIRMED WITH THE CITY PRIOR TO BEGINNING WORK. _ g _ n • AREA TO BE GRADED = 118t AC. a �� �' t" -930 ��V / c • MATERIAL STORAGE AREAS WILL BE SELECTED DURING CONSTRUCTION. PONS S 160 ` _ / / \ — /\ • EQUIPMENT STORAGE AREAS WILL BE SELECTED DURING CONSTRUCTION. OUTLET EL= POND 8 / // • WASTE STORAGE AREAS WILL BE SELECTED DURING CONSTRUCTION (DUMPSTERS, o ✓ 100 YR HWL=928.5 - -' N �° / ( l o C CONSTRUCTION DEBRIS STOCKPILES, TOILETS, AND WASHOUTS). ONCE `OTT -=9 0.0 0 ` �' , w OUTLET EL=930.0 — in _ _ _ _ ON U pN��,o — � -7 / � _���,--- - ----- ------ _ J -- --- OND 6-------------- — —_ o �OU ET E —9 $� o� n� I / / — g30 �r ✓w OUTLET EL 930.0 1 ` 0 R HWS= N ' �, a I �/ — — L� —� pv vPOND 7 100 YR HWL— 2.5—�6— OND OTTOM= 98. w — — — — — / ; OUTLET EL=93 .0 POND BOTTOM=924.0 100 YR HWL=93 .0 0 5 e a U I s / / c POND BOTTOM=92 .0 /, OUTLL"I L, ° OUTLET EL=�)30.5­3 36� 100 YR HWL=932.3 Z 4 '� POND BOTTOM=922.0 Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my Revisions. direct supervision and that I am a duly licensed PROFESSIONAL ENGIIVEEitunderf the State of Minnesota 08/01/17 City Comments – 8/23/17 Revisions 09/22/17 City Comments 02/19/18 Record Plans john Bender 05/02/18 Updated Plat Additions Date 05/02/18 License No. 43358 im Prepared for: Checked: DJW Drawn: SFB Record Drawing by/daite: JFM OP.5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 0' 200' 400' 600' Latest Revision Date: 05/02/18 00084630AF01.dwg Adelaide Landing, 1st & 2nd Add. Date: 05/19/17 Sheet- 2 of 15 0 Overall Grading, ADELAIDE Drainage and L A N D I N G Erosion Control Hugo, MN Plan o 2017 Westwood Professional Services, Inc. I I Q I I ' I� �I �I 1 VA T 0 0 o ' � co M (0 � I 00 ! � I I� L.P. m 938 i 938 0 / (--940- � I I I 94?-- 942 79 O LEGEND: Call 48 Hours before digging: 811 or ca11811.com Common Ground Alliance "� / 3 �/ / v o v S DENOTES SOIL BORING r , 9� 942 v�w 'Lo �� v c 97 �9 \ /9� ?� ,�, 19SFM DENOTES SILT FENCE `,�8 �$�� co �� X36 / / �� G' / \ �\ PST-SFDENOTES POST GRADING SILT FENCE e DENOTES HEAVY DUTY SILT FENCE 7 O \ \✓/ ��,/ �O� .9 \ 1 \ � / 9�6 \,� \ x\ \, X980 DENOTES EXISTING CONTOURS Q / / / O �' �� �O G �p \ �i /�% A6 c /� \ \ X980 - DENOTES PROPOSED CONTOURS oo) / 0 60 \ \ / 38 / / .p ! 942- `9R 0-Do� DENOTES EXISTING STORM SEWER \��'% // // �\ 2 \\\� \�// A/ ! 992`? ��� i\ IFN- DENOTES PROPOSED STORM SEWER 6 \ \ /Q)G �9� \\ ®(.� \/ �/ `3�') G, / /\ \ \� DENOTES EXISTING TREE LINE O O / \V O �\ / \ �o� 'P \ rly_y_ �1 DENOTES APPROXIMATE TREE �� / Q\ \� G' `\\� �� 0 �\ // 9 REMOVAL LIMITS \ \ /� / / / A / / / / \\ \ °� - / \ \ \\ \ ✓ /� // /� 9�Q99 x 666. DENOTES EXISTING SPOT ELEVATION �6 33.6 / ,Q / / 94, DENOTES PROPOSED SPOT ELEVATION 5 C� ) / �O c0 �\ \ 93 q \ / /� / / 66.30 DENOTES PROPOSED SPOT ELEVATION / I L 0 3, �� 4 \ \ �,y� \ ` �\ 7 / ,� /TEMP FOR TEMPORARY DITCH I o a I 134. \ \ p��j6 \ �9� \7,// i 1 o��6°� / 940\\ g��_ 938 R� \9� / /� �3 S o°� DENOTES EROSION CONTROL ROCK CHECKS I j 1 X938, g� -G-940 �\ N `S E.O.F. DENOTES EMERGENCY OVERFLOW I oo I ��o / o c, \ \ 6 \ \�/ / 8 Tw=1020 DENOTES TOP WALL ELEVATION o t� o // ro 5 \ \ �/ < \\ ,� �� 1 �� 938 / Bw=1000 DENOTES BOTTOM WALL ELEVATION I I N L L \ M \ \� OC, \ so / ` Aga DENOTES RETAINING WALL o I I0)1 34 - _ - - - J / / 9�0� \\ �O \ .0 YV 9Q0 /�' i DENOTES INLET PROTECTION ,x h �/ o ^`� \� 6 / / \ \ AT CATCH BASINS a I fin' I 3 Q0 f �� / v v v v v �� �O�/ DENOTES WOOD FIBER EROSION Q rn'� `� 0 6 l 5 c�\ ��� LIMIT OF CONTROL BLANKET rn I °' �" 1 �� I o 4 moi_ �� �' 1 I (3:1 AND STEEPER SLOPES) I CONN) - rn I rn L °' 2 1 \ �o / / CULVERT �� \\ \ o 2 l ( UTILITY PHASE 1& 3.1 - - - \ 38-- PROTECTION �p I - - - 36l _ - _ - - _ - _i-�35�­ - °j - / 9 936 ��\ _ rn _ E. .F. CONSTRUCTION ZEET DENOTES WETLAND BUFFER MONUMENT a I rn ^�� - 3 r° - - - - - - - - - - 37.5 DENOTES EXISTING TREE TO BE REMOVED O� I °� co � 7 r rn � 00 XH - � � 940 � � a I �, DENOTES EXISTING TREE TO REMAIN 1 i - - L- 0) 0) )13 4 0� la' o °' CO I o 0 3 , 4 -= ) 73. 938 ----- 6.1 M362- - 1 0' ( °' 0 - - cI I I I - - EBF - - - - J o - - - -100 V o - - DENOTES WETLAND FILL 93 6.L ----g38------ o 8.1----------E 6.4 5 - - a I I i "' I I 1 CO o$ I rn 0 -g o DENOTES WETLAND I I _ ■ I �'toI 3 00 1 y 0 4 1 - - DENOTES WETLAND BUFFER 0)I �i I - - - I 3 .s_ - 938 I 0)1 DND DENOTES DO NOT DISTURB i ° I 9381 --- �� --- 93g --- ---- J - ---- =- II --- �_ - - - - - - 37. ,,`~ 7. _ 7 s I I POND ACCESS ROUTE r ICO U' I I c� I� - - - -940- - a I CO I °' 1 owo I �� \ 1 I Cl) (' `'' c� 9 35.0 R 11 R a,, -71/7I v 2 0 o 5 I 943.0 EROSION CONTROL NOTES: I 1 I q 1 1 Q N I +' �� \ 3 1 0' 937. G LG • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE O) w I I G� �i \ L. - - - E.O.F. 57 �- � � � � � � � - - - � L - - 938 J 5 . �,32A, L - - - - - - J �9 1.02 - J N - _ IN-PLACE PRIOR TO ANY EXCAVATION /CONSTRUCTION AND SHALL BE N \� 936.5 FFF_ 936.1 6 936 �H. MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ' a °' II J `nom "� O F - ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED 936 AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. low TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE 1CITY SHALL INCIDENTAL • GRADING CONTRACT. 041 �MarwN►�%.%►yam �` I'i►�j♦'������ j��, ♦♦���i;��� Soo Z jr • ./ WA w,a POST GRADING SILT FENCE (TYP.) wa r EX X-MSH RE-, 33 0 IE- ` 3. 0 1 I Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. b -Rim Elev=932.74 InvEle 5 (10")(W) \env- lev=92 .64 (10)(SE) "' o (0 � co 936.31 (0 '0 r$ 00 n L.P. 938 938 (--940- I I 94?-- 942 G 1 G G G G I I G G G I G G G ' 1 937.5 1 1 937.8 1 1 938.1 938.9 938.9 938.3 938.8 1 1 939.4 40.5 941.6 2:6 942. S2G SOG I I SOG 1 SOG SOG SOG I I SOG SOG 1 1 SOG S G i i SOG R 934.,' I I 3 I I 4 I I 5 I I I 6 7 I I I I g I g I I II 10 I� 11 11 ( /i2 _ 1 13 IfI I I I I I I 1 I L- I I 938 J I I I I I --J I � 94 n - I I 938 -936-� ao - -- -- ---� �r ---_j L_ o rn - _j L__ o ._ - A. RE-35�- g34 E.O.F. 9.54.=g36 E.O.F. 935.0 937. -- - GF TEMPORARY DEWATERING CHANNEL PRIOR TO STORM �.,n,Y, c+rnccr e,r,o�rz, SEWER AS NECESSARY. '�� 8T EE NOR77 - L POND 1 1001 )�R HWL=931.5 POH POND BOTTOM=r=918.5 TEMPORARY SEDIMENT BASIN WITH SKIMMER OUTLET. POH I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGINEffitunderf the State of Minnesota 08/01/17 City Comments - i%��fj/ 09/22/17 City Comments - 5/,ly/ 02/19/18 Record Plans 05/02/18 Updated Plat Additions John Bender Date 05/02/18 License No. 43358 Designed; RM Chedked: DJW Drawn: SFB Record Drawing by/date: Wild POH • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO THE DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. • SEED & MULCH ALL DISTURBED AREAS, EXCLUDING ROAD BEDS & PONDS BELOW OUTLET ELEV. GENERAL GRADING & DRAINAGE NOTES: • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. • REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD-VERFIY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL tJU�LCJ�% A 937 O IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR / 938 VARIATIONS FROM THE PLAN. SF -_ • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. 011 -APB POH H POH C / _Z �\ C 0' 50' 100' 150' Latest Revision Date:05/02/18 0008463GDF01.dwg Adelaide Landing, 1st & 2nd Add. Date: 05/19/17 sheet: 3 of 15 Prepared for: OP.5 Adelaide LLC ADELAIDE 1660 Highway 100 South, Suite 400 L A N D I N G St. Louis Park, MN 55416 Hugo, MN Grading, Drainage and Erosion Control Plan o 2017 Westwood Professional Services, Inc. / � .S 932 � � / � O. !yp \ / \ \ �� / sf 2( W0 ` 934.2 WO T! c 0 sb �� / s \ p \ 9 42 4 G x I �^�1 �o �O \ `� g 42.2I 1 9 2 3 IVO 2 \' 9 9 40.45 co "� \ - o /� �. / \ �, O A2 38 / / �`L h �� 1 0 9 tk p� a / 934 �0�c5^�' r �p� / o H.P. AO` + 9�!y0 (� \ 3A o \ O 00�0�0 �� '' �9p� \ \ 000, ° -y o 942 SRO o 'Q \,Q �p L \�� \ �, /` 2 E.O.F. _ °' 9Q 7 \ + \ s ` �\ 1 \ \' \� \ 940.0 �> 6 19 Ix �9� 9 9.40 � \ , / / / O'p \ g3 201 °• CL CL 940.911 0 a \ O H.P. v' O '\ S 1 O G \ ° 0 '3 / 6 / A ° s X 938.77 9 c 9 ° \ ' /�^G�/ \ ► , L.P. / .P• �` : ,Q 942 0 \ /� \ s I \ sb ��� \ ° 'y`sem\ `"I 7 940.23 \ I r I 93 0 / /� �S 'S \ O �' ►►��� s O �940� /� 93 6 . L. P. 1 c s '/ J ::5- I' 9387 \ 0 P0 Lo X944 \ Aacr 6g LIMIT OF PHASE 1 / (UTILITY & STREET d \ B E. .F. CONSTRUCTION Q \ 0 - - 37. 1 0 3 , 4 1 944 942 i I 36. RE 6.4 S;'_ o �p 9421 94 I _ 4 I C 2' I II I 6 I I I I 7 W .7 6 RI 1 I I 1 $ I I � 5I I1 935.0 R I I R 935.2 I R 934.3 l i I+ I 943.0 943.2 1 942.3 . N J 1 1 G I G I I G l I Ln9 1.02 -� _�----��� • off. 35 3 37 2.00% 1.99% N r7 cD /- 942 I -'940 I I I 942 I I 1 o Z I G G 1 1 941.6 G _ 942.6 G 1 942.8 942. 1 17 S G I SOG R 934.8 I R(1) I I� Il I 11 1 1 i2 1 13 14 1 ;C JII I I I 1 I 934.8 I I I I I I I I -938 O - - / 5 A - - - 6 I" 7 Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. P. p0 / \ 38 - - // 6 ,j //� v ► X40. 1 rn qD ll• <1\ O �tK `L \ OHO \ / / 9 / 9 . 940CN \ 2 '9 93A?s 9 0.7 / 0)S CULVERT ss c P. \ O PROTECTION 6 'p ` \ / / / 8 �^ LA 9 936.39 00, ) r mama 9 / o L - - - - -1936\ \\ 940 �/ ,4, 9 RE 83 �� / g38 o / 9�`j ��O / / 9A0 I 1 .940 �1 / 1 X sb� /`@Q� o� / 8-_ q. I 1 \ \ 5 I 942 \ \ �,5��9 I I 2 3 \ \ 05 9 / 14 \ ���' � � b \� • 9 /�/ 0 I 933.5 R 1 933.5 R 1 934.0 R 933.7 \ \ G 938. / •�� \ 938 / 9��3 ��9A 9A� I �� 941.5 1 O 1 941.7 \ \\ L `9 ��� 9 o 1 `9 G 941..5 G 1 942.0 -----` a---�--� d E.O.F. - N--- /l \� / 9A 16 939.7 O0. / 390% - 30 m I. tK LO 0 � .�� m 1-110 � s 936 E.O.F. C� u 934 935.7 rn o �, G 0 Sb� sb \ 934.93 ,938.00 ao- - a o- - o_ 940_0 6 L.P. CL -CLQ "� ---- H. P. 1� 1 \ \ g / 0. 1 941.9 G 941 G l G 1 1 G 1 �1 1 I� 9 5 1 11 941.9 +I 941.9 1 �. / / -\ s T II 1 I I 2 I I 3 I I 4 E.O.F. Call 48 Hours before digging: 811 or call811.com Common Ground Alliance LEGEND: DND \ • � DENOTES SOIL BORING 1 \ \ ASF DENOTES SILT FENCE \ M-SFDENOTES POST GRADING SILT FENCE DENOTES HEAVY DUTY SILT FENCE 980 DENOTES EXISTING CONTOURS TREE \ \� X980 - DENOTES PROPOSED CONTOURS LIMITS (TYP.) \ O_M>__0 DENOTES EXISTING STORM SEWER F-►►� DENOTES PROPOSED STORM SEWER WETLAND KES 2 cv d�� DENOTES EXISTING TREE LINE rnDENOTES APPROXIMATE TREE LIMIT OF G7 REMOVAL LIMITS PHASE 1 x 856.3 DENOTES EXISTING SPOT ELEVATION UTILITY & 3 66.30 STREET DENOTES PROPOSED SPOT ELEVATION n CONSTRUCTION '� ��MI° DENOTES PROPOSED SPOT ELEVATION FOR TEMPORARY DITCH DENOTES EROSION CONTROL ROCK CHECKS 1�►' ' E.O.F. DENOTES EMERGENCY OVERFLOW 10 Tw=1020 DENOTES TOP WALL ELEVATION Bw=1000 DENOTES BOTTOM WALL ELEVATION S g j \\ / �' DENOTES RETAINING WALL RE= DENOTES INLET PROTECTION \ \ -�►\ \ AT CATCH BASINS DENOTES WOOD FIBER EROSION CONTROL BLANKET a • ��5 �`�� (3:1 AND STEEPER SLOPES) �0 33< 1C \ DENOTES WETLAND BUFFER MONUMENT 100!1g pp�DENOTES EXISTING TREE TO BE REMOVED -F P. �g 938 • �� DENOTES EXISTING TREE TO REMAIN .940 /0000135.9 II 9 (3) 1 1 935,9 935.9 R(3) 0(3) 1 1 935.9 6 3P .92 1 938.9 1 93" B > �g'y`L ��O P ` �9 \. N cS------- -� o-- J-- ---J `�------� / U LET - 3� RE=935.00 0) ao r r °6 0 "' W ` +IeN[j--�O�F@M= 21. 930• , '\ 1 936 934 -.------ 932 - = \ 934 CL 0 �• ,V DN] 10' WIDE POND ACCESS ROUTE PRO SED TREE LIMIT (TYP.) DND POST GRADING ROCK CONSTRUCTION SILT FENCE (TYP.) \ ENTRANCE (TYP) SILT FENCE (TYP) 13077-1 STREET N i '�POH POH P TEMPORARY SVT BAE N POH POH POH POH POH POH �F� WIITH SKIuN" OUTLET. �.p CC /x O / WAT SAN i SAN 12, PVC Wq.M T SAN EXH- � _SAN - 0.71_ I hereby certify that this plan 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. 08/01/17 City Comments - i���fj/ 09/22/17 City Comments - 6/y�y/ 02/19/18 Record Plans 05/02/18 Updated Plat Additions john Bender I • Date 05/02/18 License No. 43358 AM Prepared for: Checked: DJW Drawn: SFB Record Drawing by/date: JFM OP5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 X. M S / O / S R a 08 0' 50' 100' 150' Latest Revision Date: 05/02/18 0008463GDF01. dwg A► C1e LeYlCl�l$� Ut & 2nd Ad& Date: 05/19/17 sheet. 4 of 15 Grading, ADELAIDE Drainage and - L A N D I N G- Erosion Control Hugo, MN Plan X - - DENOTES WETLAND FILL i - - DENOTES WETLAND - - DENOTES WETLAND BUFFER DND DENOTES DO NOT DISTURB POND ACCESS ROUTE EROSION CONTROL NOTES: • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED I AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE no GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF 00 CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. rn L `9`6 TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE I CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. 9 �'Q • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE mac, MUST BE PROVIDED ACCORDING TO THE DETAILS TO REDUCE r' N \\ TRACKING OF DIRT ONTO PUBLIC STREETS. I • SEED & MULCH ALL DISTURBED AREAS, EXCLUDING ROAD BEDS & O' / PONDS BELOW OUTLET ELEV. I GENERAL GRADING & DRAINAGE NOTES: I • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED o SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. rn 7 • REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. I I • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF O, - EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS N AND FIELD-VERFIY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL 9 ^I� IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR 28 VARIATIONS FROM THE PLAN. - • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. r ` X. M S / O / S R a 08 0' 50' 100' 150' Latest Revision Date: 05/02/18 0008463GDF01. dwg A► C1e LeYlCl�l$� Ut & 2nd Ad& Date: 05/19/17 sheet. 4 of 15 Grading, ADELAIDE Drainage and - L A N D I N G- Erosion Control Hugo, MN Plan o 2017 WestwoodProfessional ervlces, Inc. Call 48 Hours before digging: _ 940 o I \ \ 811 or ca11811.com P.75 1 cs \ \ \ Common Ground Alliance 934 \ \ W 93•920 J 9 LEGEND: �r 1 S ^� 922 � 9 DND 5 5r _p S`F' �'q 771, w 1 ��, / 9`�c' 92826 DENOTES SOIL BORING Cri 1 \ �\ 6, \ 1 p� / / _ �►� / �SF� DENOTES SILT FENCE rn 1 TE PO 940' °'/ \ - - - 9 ��� _ PST -SFS DENOTES POST GRADING SILT FENCE /\ \ 1 CL -CL- - _ g� 93 934 932 IIIIII� IIIIIIt DENOTES HEAVY DUTY SILT FENCE - 40.6 � 9 n X93 \ N �3 2 �-` �S� ���934 00 934 ; 2_ - - - ry 9 ---980- DENOTES EXISTING CONTOURS 2 PROPOSED \ \i _ --- N_------- C`-- \ \ TREE - - - �` 2 c0 / M 931.54 "? 34� �980- - DENOTES PROPOSED CONTOURS l 0-M>--0 DENOTES EXISTING STORM SEWER \ LIMITS (TYP.) 1.5 - - / 4Q 5 I �o3m 3\ TEMPO RY // / \ 936.4 �► TEMP I I 938.5 1 935.5 935.9 93 I 936.4 935.9 o p I DEWATERi / / 9� F-►►� DENOTES PROPOSED STORM SEWER \ r o HANNEL P / ,3 938 _ 936 I 936 WETLAND KES 2 cv `� ,� I 1-6 I T STORM SE 9A S) - - _ 938 938 DENOTES EXISTING TREE LINE \ rn I 40.5 - 930.50 AS NE ESSARY o ' `�� /-y0 942 .l 940 - 940' I DENOTES APPROXIMATE TREE \ LIMIT OF / o I I I I- TEMP o c 942 1 942 �1 REMOVAL LIMITS PHASE 1 I 0' I Ike - so9 ;� } I 944 ' o °� / 936.4 WO 932 WO 936.4 935 9 LO 935.5 935.5 W0 1) 935.9 WO 936.1 WO x 856.3 DENOTES EXISTING SPOT ELEVATION i - UTILITY & 3 •� N I B .,B '�� \ \ 0 \\ /� / 0 I WO 0 O 942.8 I I O 1 O 66.30 STREET ' X931. 3 0'� \ �/ 94 .4 G G 944.4 I I G 943.9 11 G 943.5 G 943'9 G I 944.1 DENOTES PROPOSED SPOT ELEVATION CONSTRUCTION �� \ def I I �I 66.30 DENOTES PROPOSED SPOT ELEVATION E.O.F. \ TEM 9�S L - 934.14 941.34 941.18 4- - - �>EMP FOR TEMPORARY DITCH --- ------ �- - X942---J--------� -�'-- /"� TEMP DENOTES EROSION CONTROL ROCK CHECKS 942 "' "' E.O.F. DENOTES EMERGENCY OVERFLOW I 10� l / / \ 5 0.60% X 8 _ _ 9 42 10 °��� // \ / 9�� \ - I i 942 TEMP LO - - - m - e I- -+ - Tw=1020 DENOTES TOP WALL ELEVATION I M \ / / / 9�s .6 942 5T Bw=1000 DENOTES BOTTOM WALL ELEVATION DENOTES RETAINING WALL RE- ( ��/ �� �/ �� // // 944 942..62---� N - - - - - - - �---.--------��942- -4 --- DENOTES INLET PROTECTION - - - - - - N ,/44 I I 944 944 1 AT CATCH BASINS \ ^� \ \ // 944.4 G I G 944.4 - 1f 1 \ 3 r I I G 943.9 � 9 I 843.5 G M :\ o�, � \ �/ �� \ 1 // 3 I I R 936.4 f I R 936.4 I I R 935.9 N I y� / \ \ 1 95r / I I � 9 35.5 R 0 3 3 \� �\ / I I a' 1 I A , I LIMIT OF T I I \ V9 N 9% I l PHASE 1 I 13 N I 4J' • d �S E 0`F A 1 UTILITY & 7H a i :5 If N ���--- ---� G N -------N DENOTES WOOD FIBER EROSION Ill EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS 943.9 I---- SILT FENCE (TYP.) PO AND FIELD-VERFIY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONTROL BLANKET I 944 G 1I OUTLET 100 YR HWI =9 POST GRADING -m CHANNEL PRIOR TO STORM .5 943.0 G (3:1 AND STEEPER SLOPES) I� 944.0 935.9 R 935.7 W0(1) I 935.5 7 WO 935.7 WO TEMPORARY BEDIMNVT BASNV OH WITH 31CMuNAER OUTLET. - 936. _ _ sNys 942 DENOTES WETLAND BUFFER MONUMENT -9401 15 y DENOTES EXISTING TREE TO BE REMOVED 940. STREET A E.O.F. �, / /// / \ \ \ CONSTRUCTION - - J, ,� - � DENOTES EXISTING TREE TO REMAIN 942 �I I I - ; � -,n L - - 40% "'- -----938 _ �p�^ / / \\ = 7.2 °' - 938 E=37. °; NI - - - �- - - - - DENOTES WETLAND FILL 'p / ai 942 - 0 42.i - �� - - - - =35.8 __-942- 42.6- - / 9 9 `9�3. �.�F- - = - 940 - - - - - -�, �- - - - - - -� 0 1 9 1 �- - - DENOTES WETLAND oo u 940.0 1 1` co 12 1 0 UO 1 942 1 1 I `o I 1 � rn� - - DENOTES WETLAND BUFFER 3 I 944 °' °' rn DND DENOTES DO NOT DISTURB O.F. I I 5 O 94\1.9 � �. 43 P. 4 935.4 935.3 R I� i I 0 �I \ I 943.4 1 943.3 G I G I �5 /tK II I 1 0 0) 1 1—, 1 1 7 j A- 6 1 KO o POND ACCESS ROUTE 936.0 R 42. 1 1 I II 0 P. 43.1- f- 9A2 - -3 L-- -- - -- 944.0 G / I - - - •�9 s M o� N • I I co' rn I I9�\ o9 940.� 2 5 L 94 N p � °,�� rndo- EROSION CONTROL NOTES: 2 do rn / rn • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE 00 9 L �� 9Q � - 6 0.60% % ; IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE - - o _ 8 - 2 / C) �\ 1 rn 938 MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN o' 942 i tx G \ / 1 ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED I 9� \ L-� 28 / / / AD 3S6 / / 942, ►►► „� i °� 32 - - - - - - - - - AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE \ O �, �� 1b \ , � � GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF w0 C14\G \\ fid' 3SS / / 943 0') 942 5 \ I I \ / 935.5 9 926 924 928 \ , ------ _ - N ���--- ---� r N -------N - - - -930 - - � / ossie - - / POST GRADING I'll EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS �- � I---- SILT FENCE (TYP.) PO AND FIELD-VERFIY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR I I I I I 944 G VARIATIONS FROM THE PLAN. OUTLET 100 YR HWI =9 POST GRADING -m CHANNEL PRIOR TO STORM .5 943.0 G 943.5 G If 1 943 7 G 1 I� 944.0 E.O.F.WO 935.7 W0(1) I 935.5 7 WO 935.7 WO TEMPORARY BEDIMNVT BASNV OH WITH 31CMuNAER OUTLET. - 936. _ _ sNys 942 - -9401 - - 938 938 1936 935.7 936.0 935 R -933.50 CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. 9 32� TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE 93 CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. �� dpi • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED 0 AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE ioc MUST BE PROVIDED ACCORDING TO THE DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. • SEED & MULCH ALL DISTURBED AREAS, EXCLUDING ROAD BEDS & >01 PONDS BELOW OUTLET ELEV. 0gGENERAL GRADING & DRAINAGE NOTES: \ �,/ / • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED - - 93p- / SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. 934 o� • REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT " O / HORIZONTAL SITE DIMENSIONS AND LAYOUT. I� 934 I Ele 930.7 (WES L00 / 0 • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF - - - -930 - - \ / ossie - - / POST GRADING I'll EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS 932 - 932 SILT FENCE (TYP.) PO AND FIELD-VERFIY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR UN`0 TEMPORARY DEWATERING E. - - / VARIATIONS FROM THE PLAN. OUTLET 100 YR HWI =9 POST GRADING -m CHANNEL PRIOR TO STORM / � �� • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. POND BOTTOM=920.0 SILT FENCE (TYP.) SEWER AS NECESSARY - a Pv • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. POHl H J` TEMPORARY BEDIMNVT BASNV OH WITH 31CMuNAER OUTLET. - POH- - - - � _ __ ____ -,_ - _ _ sNys NVS / S _ NVS / co RE= 37.88 A \ g" U'I A�` �`• / C=929 ZI 8•, FV J- '�F •Q X. M s / WAT SAN ro R a / f SAN 08 \ SAN ).71__ yes \\ \ \ \ \ Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. I hereby certify that this plan 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. 08/01/17 City Comments - i���fj/ 09/22/17 City Comments - 6/y7y/ 02/19/18 Record Plans 05/02/18 Updated Plat Additions john Bender I • Date 05/02/18 Lio nse No. 43358 SAN NVS SAN Nes S N NbS AN NYSE NVS EX. MH -2 Ne RE=929.00 EX. MH -3 I -R-C-= 9�0 IE=910.72 IE=912.00 PVC I i 1 DedxnedL AM Prepared for: Checked: DJW Drawn: SFB Record Drawing by/date: JFM OP5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 11111111111!11111 i 1711!111 ADELAIDE , Vulzo.I)IV r (Latest Recision Dat665/02/1850' 0008463GDF01.dwg nDate: 05/19/17 sheet•. 5 OF 15 Grading, Drainage and Erosion Control Plan o 2017 Westwood Professional Services, Inc. � 1 RECORD LBGMM POND 6 GRADING CERTIFICATION Call 48 Hours before digging: 811 or ca11811.com \J f- \ Common Ground Alliance DENOTES FIELD CERTIFIED \ POND 5 rn�t LEGEND: 1 _ OUTLET4r:�l-'302.-5- t.0 GROUND ELEVATION TYP. o OUTLET EL=930.5 °' Ito 1 / I I YR ( ) M 1 DENOTES SOIL BORING 100 YR HWL=932.3 rn c° D l iMSFM DENOTES SILT FENCE BOTTOM=924.0 N '� I �- - - - TEMPORARY SEDIMENT BASIN POND BOTTOM = 922.0 3 - - - - TEMPORARY SEDIMENT BASIN N I M -SF DENOTES POST GRADING SILT FENCE WITH SKIMMER OUTLET. E.O.F. WITH SKIMMER OUTLET. X930' I DENOTES HEAVY DUTY SILT FENCE 10 WIDE POND ---980- DENOTES EXISTING CONTOURS 933.5 ACCESS ROUTE � � J TWO ROWS OF BMP'S _ � s / I X980 - NEEDED WHERE DISTURBED DENOTES PROPOSED CONTOURS / / SOILS ARE WITHIN 50 FEET _ i ,cn _ _ _D - >C>--0 DENOTES EXISTING STORM SEWER OF NWL OF WETLAND. 934 _932 _ 9 - - - N ----- fir--- 1 - - \ FN-� DENOTES PROPOSED STORM SEWER 3 / l X93234'*`- "=� W N - - - - - - 934 I I r� DENOTES EXISTING TREE LINE -� 00 - DENOTES APPROXIMATE TREE 924� `� I _ I -j I 9 5.6 I e 935.6 g36 I I 34.5 I REMOVAL LIMITS O x 856.3 DENOTES EXISTING SPOT ELEVATION 928 N 934 934 - ��� � - I I I� 935.7 � I I � 935.4 6 � 93 '3 1 � 1 � I 9 938 I s6.3o / 4 00 936.0 54 � 9-34 � � ` I � I � 938 � -940--- � DENOTES PROPOSED SPOT ELEVATION / - _ = co 936.0 936 _ I938 - 1 '940 942 I1 1 I TEMP DENOTES PROPOSED SPOT ELEVATION 934 1932 (� -.--- - - 1 1 - I - 42 I 934. FOR TEMPORARY DITCH N_ - - - - � � , 940- �I 942 1 9 I WO 935.6 I WO 1 _ - _ _ W I 35.5 1 - 942 944 935.6 WO 9 .5 I I O 1 943.6 I G 1 I o� DENOTES EROSION CONTROL ROCK CHECKS �------- � 934 I I 93� 1 I I 935.7 I I WO 935.4 9 WO I 943.6 G I I G I I 936.1 I 936.0 I� 1 WO 943.4 4 G I 94.2 E.0.F. DENOTES EMERGENCY OVERFLOW 938.5 935.5 935.9 93 -I I 19' �$ 1 944 WO I WO x 943.7 I I U, 940.9 1,_ - - 941.83 - - J 01 � �I I( �I I� �I I I g36 944.0 I � G 1 1 936.0 I G I I I E. .� - - �.P: I- - -_ - - - - N 42 � � TW=1020 DENOTES TOP WALL ELEVATION 936 I _940 0 944.0 J �j , _ _ _ _ _ - \ G C BW=1000 DENOTES BOTTOM WALL ELEVATION 938.17 938 I I 935 5 W J - - - �� C� J N 942 19 1 0% 20 940 I DENOTES RETAINING WALL -942 942 I 935.5 843.5 G H 17 0.60% - 18 - - I / 1- ^�� ■ _ DENOTES INLET PROTECTION 944 I 0 5 �' - J 15 o,so� s �c,Tu_ _ 944 I � 943. 941.2 _ � � AT CATCH BASINS 935.5 935.5 WO 1) 935.9 WO 936.1 WO I WO 936.1 G \ �'• 42 - I �� 943.5 942.8 943.9 944.1 G 9 4.1 I 9* •F• L o 60% - 9 \ - � � DENOTES WOOD FIBER EROSION G G �_ - - - 42 a 942 - - - - - -940- - �' _ CONTROL BLANKET I _ 09� - 9 13 '� - - - - _ _ -� 93 (3:1 AND STEEPER SLOPES) 34 E.O.F. X942_ 941.18 -1 0 -------J �_- J - -�L- �►►► �� N _____ E.O.F. / r d 12 - "I'll A 942 N C w 941.2 r I � F I I F S // � DENOTES WETLAND BUFFER MONUMENT ►►► •• 942 spy _ �� \ TEMPORARY DEWATERING • 8 9 42---70 11 TEMPORARY DEWATERING \ �� CHANNEL PRIOR TO STORM II I I 1 6 I 7 / / DENOTES EXISTING TREE TO BE REMOVED �� 4-- I --+ I �� 1.5 41• CHANNEL PRIOR TO STORM SEWER AS NECESSARY II I I I I / / L0 0.60% -�� - SEWER AS NECESSARY \ \ r -i II DENOTES EXISTING TREE TO REMAIN 942.0 ` \ 3 \ �' 0-)I FUTUR I ASE 942 �- � N I DENOTES WETLAND FILL ti- - - - I i , w � ,� \ I I I / 1 - - - - - -- 2 - - - - .4- 00 �� 1 I w \\ 6� II I I I I I // - - I I �0 I 36 7- I I - DENOTES WETLAND I G If I 9�� 43.5 lII 935.5 R 11 I 0 II T 13 N I � I G I 11 I I I 943.9 _ 41.\ - - DENOTES WETLAND BUFFER II I I II/ II _ L DND DENOTES DO NOT DISTURB 935.9 R -942 I I E.O.F. -/S �` - - - \ \ �\ 2 \ °� I • I941.0- / 3 = �' \ �n I / POND ACCESS ROUTE 15 I : • I '� d- `► L- - E. 0. F. I III0. I NT-120 rn/ 942 940 i \ I 2 40.1 In i I EROSION CONTROL NOTES: _ I I �� ��gra - - r I I � - I 1 _ 40. r - - - - 3�5 6 ` OUTLOT B - �') Wcv \ I • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE _g4�/ M_ - - - - -938 _ - - / - - - 941 0 \ 2 1� I \�1 B J I \ �N Q I � � IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE PO F. I � I `� \ MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN b\ �l 42.6--- - - - - =35.8 942 40.2 I / I - �,t= - e�0.5 / w� O iI � � I I ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED 944 �- �g I � '38 .940 �_ _ _ I o ,C ,n I M I I AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE N I ` =38• I N o� � N T 0� I c� - - � � � gD�`L � c� 1 7%. /� � � ,.� rn 1 r- GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF o �r I I co co a,, I - - - - - - - �,940 ' I \ / I I I CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. a, M � a, °' I R - - I / 1 I I TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE I rn ro r-) - 942 s w -P \ rn I a' 0' ) E.O.F it i P �`' \ / I I CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. o N / 405 938.7 I 1 I X940= - / - - - 34.0 I • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED \ \ w ,3 AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE ' I � I Inv =9 - - -_-9 - - - -41 I � � � /� � N � i II II\ 940 -' 4 ' I MUST BE PROVIDED ACCORDING TO THE DETAILS TO REDUCE 939. 93B I TRACKING OF DIRT ONTO PUBLIC STREETS. 311_ ► - - A2 ----3 4.2 - - - - - - \ I - I • SEED & MULCH ALL DISTURBED AREAS, EXCLUDING ROAD BEDS & / 9- - - 0.9 E.O.F. I � - _ - PONDS BELOW OUTLET ELEV. 9 � 937. � -3e � 3 � - - / I N N \ / 936 - GENERAL GRADING & DRAINAGE NOTES: CO I to P7 J '�' rn C° - - - - - 130 3TfyEEjN - - - • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED / °) CID I/ M I Orn 41 / CJ3 r - r SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. 6 �o °' ,� I \ c� _ , - - - • REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT A29� °' i - - - HORIZONTAL SITE DIMENSIONS AND LAYOUT. \ / \ I TEMPORARY DEWATERING - • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF CHANNEL PRIOR TO STORM C 938 in - EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS - - - - - o SEWER AS NECESSARY _ \ - - - ' \ AND FIELD-VERFIY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL � 32 IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR / > 9 / N _ H 9 LIFT STATIION � � � \ � 41:1 � 6 / \ \ � e VARIATIONS FROM THE PLAN. � y5 I' SAN RE�� 0 � • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. 930, y 934 / - -"1 =908 • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. NyS i / SAN0 -- LIMIT OF HASE 1ys `LSO �ry`L � � (sourH Loc / � � � UTILITY TY & � s ' � 2 .F , , 92 \ \ °, 9 $ / 9 /� STREET / O 8 /�o V CONSTRUCTION ANo i LAND KES 1 A DSP 1 OUTLOT J � 930 / / / SAN 934 c � / NyS EX. M-1 / 0 RECORD LBGEM C l Ele sso.� / OND 4 SAN E= 29.00 ` �' D LBGEM GRADING CERTIFICATION EP•1 LOC / i POSSIB - =930.0 1 -9091 DENOTES FIELD CERTIFIED POST GRADING �� 5O YR 'HWL=932',5 , , GRADING CERTIFICATION HOLDOWN ELEVATION (TYP.) SILT FENCE (TYP.) / POND BQTTOM=921�.e � DENOTES FIELD CERTIFIED \ LOT CORNER ELEVATION (TYP.) O TEMPORARY SEDIMENT BASIN Q WITH SKIMMER OUTLET. o o 0' 50' 100' 150' Latest Revision Date:05/02/18 0008463GDF01.dwg Adelaide Landing, 1st & 2nd Add. Date: 05/19/17 Sheet: 6 of 15 I hereby certify that this plan was prepared by me or under my Revisions: Pill Prepared for.• Grading, Westwood direct supervision and that INEEK a duly licensed PROFESSIONALDrainage and ENGIunder the laws of the State of Minnesota. 08/01/17 City Comments g Civ 09/22/17 City Comments checkea: DJW 0R5 Adelaide LLC ADELAIDE Phone (952) 937-5150 7699 Anagram Drive 02/19/18 Record Plans Erosion Control Fax (952) 937-5822 Eden Prairie, MN n; 55344 05/02/18 Updated Plat Additions DrawSFB Toll Free (888) 937-5150 westwoodps.com ,John Bender 1660 Highway 100 South, Suite 400 L A N D I N G Westwood Professional Services, Inc. mate 05/02/18 License No. 43358 Record DraM by�datc JIM St. Louis Park, MN 55416 Hugo, MN Plan o 2017 Westwood Professional Services, Inc. Call 48 Hours before digging: _j 811 or cal1811.com LEGEND. Common Ground Alliance DENOTES SOIL BORING DENOTES SILT FENCE M -SF DENOTES POST GRADING SILT FENCE DENOTES HEAVY DUTY SILT FENCE ---980— DENOTES EXISTING CONTOURS 980 DENOTES PROPOSED CONTOURS 0— >C> —0 DENOTES EXISTING STORM SEWER DENOTES PROPOSED STORM SEWER DENOTES EXISTING TREE LINE rly_y_y_�% DENOTES APPROXIMATE TREE END STREET CONSTRUCTION REMOVAL LIMITS AT STATION 7+14.97 6 x 856.3 DENOTES EXISTING SPOT ELEVATION / 66.30 DENOTES PROPOSED SPOT ELEVATION AOH 9 ef-_ - --- 66.30 DENOTES PROPOSED SPOT ELEVATION GF TEMP FOR TEMPORARY DITCH OH 9 3 8 '92= 938 lo. —940. V�­U_ 00000% DENOTES EROSION CONTROL ROCK CHECKS -938 I N E. 0. F. DENOTES EMERGENCY OVERFLOW C4 Z-'226 11 0 0) `4—)11 1 0 TW=1 020 DENOTES TOP WALL ELEVATION IY Z'O-V6 1 0) 13 W= 1000 +- It P0 11� CY) do _00) Po DENOTES BOTTOM WALL ELEVATION 0) Cc)) 0) cy) N N TEMPORARY SEDIMENT DENOTES RETAINING WALL .04) 0 0 1�3 V_ I 3�: to 0) BASIN 'A' WIITH SKIMMER 942 942 942 OUTLET. DIISCHARGE SOUTH DENOTES INLET PROTECTION L'926 ('9-0 1 (,6 0) OF MM STREET AT CATCH BASINS I 'A 9-5� 3S/�j CO -7 ( � �F276� A:L 0 9*Lt6 942 0 Z -0-V6 0 /-'926 DENOTES WOOD FIBER EROSION P 0 CONTROL BLANKET 0) 1 00 CV — — — — — — --- j 0j_ CO _j It- (3:1 AND STEEPER SLOPES) y- 1 '940 LV6 �j co 0 .0) 1 ""'�l 3�: CD CIO) DENOTES WETLAND BUFFER MONUMENT V VARN-90 .2 -IM N _:z- 0 Cq e — P0 Ln TEMPORARY SEDIMENT DENOTES EXISTING TREE TO BE REMOVED cc M '3 D:� %007 BASIN WITH SKIMMER r. -Y "_j OUTLET. DENOTES EXISTING TREE TO REMAIN Ukz 1b 936 .3 9al A SF SF I F DENOTES WETLAND FILL DENOTES WETLAND C -A "6 1% rq, q) DENOTES WETLAND BUFFER O� 10 < rr) -f-7 0.60% N 0 9 10 -�' 0')0 6 O� DNM DENOTES DO NOT DISTURB r .,940 POND ACCESS ROUTE (340 i, V 100 '0. 9 97 6- C1. 9 / , A EROSION CONTROL NOTES: ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO THE DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. SEED & MULCH ALL DISTURBED AREAS, EXCLUDING ROAD BEDS & PONDS BELOW OUTLET ELEV. GENERAL GRADING & DRAINAGE NOTES: • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. • REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD-VERFIY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLAN. • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. :2 ry 00 z �-- >_ E cn 0:� Ld 0 < I-- I !I < 0' 50' 100' 150' 0 Latest Revision Date:05/02/18 ft� z "Jq 0008463GDFOl.dwg A Ist & 2nd AdcL Date: 05/19/17 Sheet. 7 OF 15 I hereby certify that this plan was prepared by — or under my Revisionm Prepared for. Grading, direct supervision and that I am a duly licensed PROFESSIONAL Dedigned; JIHIB Westwood ENGINEER under the laws of the State of Minnesota. 08/01/17 City Comments Drainage and 09/22/17 City Comments cluwked:_ DJW Phone (952) 937-5150 7699 Anagram Drive 02/19/18 Record Plans OP5 Adelaide LLC ADELAIDE Fax (952) 937-5822 Eden Prairie, MN 55344 05/02/18 Updated Plat Additions Draw= SFB L A N D I N G Erosion Control Toll Free (888) 937-5150 westwoodps.com John Berlder 1660 Highway 100 South, Suite 400 Remd Dmwing by date JIM Westwood Professional Services, Inc. Date 05/02/18 Mown No. 4M,% St Louis Park, MN 55416 Hugo, MN Plan o 2017 Westwood Professional Services, Inc. 3956 Call 48 Hours before digging: 811 or cal1811.com Common Ground Alliance LEGEND: 15 \ I ~ \\ / / �� DENOTES SOIL BORING \ \ I _ 19SFft DENOTES SILT FENCE /\ Jll I Psr-SFlllll� DENOTES POST GRADING SILT FENCE DENOTES HEAVY DUTY SILT FENCE V I \ > --- 980 DENOTES EXISTING CONTOURS o \ ( \� j �\ N - / o�S� 4 / / X980 - DENOTES PROPOSED CONTOURS ri �\ - / �` 1-0 1 TEMPORARY SEDIMENT S7 109 /TO BE USED AS/ 0-�--0 DENOTES EXISTING STORM SEWER 1 1 I low ; BASIN DURING PHASE 1- (/ Fi►►� DENOTES PROPOSED STORM SEWER I CONSTRUCTION / \ - _ _ _� DENOTES EXISTING TREE LINE 1 DENOTES APPROXIMATE TREE -N0 I E.O.F. _. 0 // \ II rly_y_yREMOVAL LIMITS \ </ -"`AV POND 8 TEMPORARY a, / x 856.3 DENOTES EXISTING SPOT ELEVATION \ DEWATERING 34.5 x g'32 g34 4.5 x OUTLET EL=930.0 / � � � ss.3o x 3 .5 932 100 YR HWL=932.2 / J DENOTES PROPOSED SPOT ELEVATION CHANNEL PRIOR I x .5 934 POND BOTTOM=922.0 / 'l I TO STORM SEWER / 66.30 DENOTES PROPOSED SPOT ELEVATION / AS NECESSARY i / TEMPORARY SEDIMENT BASIN // / TEMP FOR TEMPORARY DITCH �j `� WITH SKIMMER OUTLET. _ DENOTES EROSION CONTROL ROCK CHECKS FUTUREC - - E.0.F. DENOTES EMERGENCY OVERFLOW _ / - c�, - - - - __ - - -- - xl /x x x x x Tw=1020 DENOTES TOP WALL ELEVATION -�-�- - - - - -926 - 928 34.5 x �2-----------�T -- �1----- __ -yam - --------�_--�_�--------------------- Bw=1000 DENOTES BOTTOM WALL ELEVATION 9 D, \- - - _ /it- _ - �� / % �- i DENOTES RETAINING WALL Hod - - Hed - �ozr - - - - d _ Hod _ - Hod _ iced Hod _ Hod - Nod Hod _Nod _ Hod _ Hod _ Hod _ _ Hod _ Hod 934 34.5 x + a�T - - - _ / DENOTES INLET PROTECTION 48 934 .5 -> AT CATCH BASINS ASF �� �------------------------- -- --- - DENOTES WOOD FIBER EROSION S>------------------------------------- -�FES�2 CONTROL BLANKET A F. - �� TtAND3:1 AND STEEPER SLOPES) / 33.6 FILL=�608-AC. - - - - - N DENOTES WETLAND BUFFER MONUMENT WETLAND KES 2 - - - - - - - _ j rn' '�FILL=0.11 AC. � � / ` / / / \ \ � / �g30' �'� DENOTES EXISTING TREE TO BE REMOVED - - - 1 J DENOTES EXISTING TREE TO REMAIN --iSOH - �S SOH _ _ -7 ----�-��-- &1- -- 4 j$QH e % O \ \ � / ""/// / - - - - DENOTES WETLAND FILL S j i - - - - - - - - - - - - - - - - - - - - - - °' J DENOTES WETLAND / X WETLAND VES 2� OUTLOT _q32' .932 /8' WIDE I BITUMINOUS TRAIL I \ 1� FILL -0.12 AC. , r- j- � TWO ROWS OF BMP'S - - DENOTES WETLAND BUFFER FILL=0.12 NEEDED WHERE DISTURBED SOILS ARE WITHIN 50FT OF DND DENOTES DO NOT DISTURB NWL OF WETLAND � R < POND ACCESS ROUTE EROSION CONTROL NOTES: POST GRADING 1 • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE h X 93��ti 939.38 L I SILT FENCE (TYP.) - SF �F IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE H P - I MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED 93� 34 34.5 x 4.5 x .52� \ AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE 936 L. P. 9 932 o GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF 940 S+F - - - aH x 34. - 9,34 CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. _ HAY BALES ETC. REQUIRED BY THE 9 •2 � �, _ '��_ _ ` TEMPORARY PONDING, DIKES, , -------- ----- - - - - -- � N cfl / 3`3S 2 G' �'� \ � 934 g36 _� \ � 928 � 93. � � � • CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. 9 \ ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED \ w0 \ \ „� m \ 938 �'` `� \\ - 1 26 \9 AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE 94� s \�� \ \ \ \ 924 3p �� MUST BE PROVIDED ACCORDING TO THE DETAILS TO REDUCE s� eon' i9� \N NT I T TRACKING OF DIRT ONTO PUBLIC STREETS. �30 93 S / / s, �� s �' i9r'o \ \ s+ • SEED & MULCH ALL DISTURBED AREAS, EXCLUDING ROAD BEDS & - - ry S 94p - 0 /� / �\ \ \ �O �, o 3?18 '%q 9 PONDS BELOW OUTLET ELEV. 4/ �� o \ \ �J \ \ \ 10' WIDE- 17 IDE GENERAL GRADING & DRAINAGE NOTES: S , o• 609 \ �\ \ POND • A CONTOURS A ELEVATIONS ARE T I / -930 �. � 938 !7, c \� � � 94p \ \ 9 ACCESS \ � ALL CON OU S ND SPOT ELEV TIO S E SHOWN 0 FINISHED ' / \ 9 O / / \ �� `,�� ROUTE 9 0 5 SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. • REFER TO THE SITE PLAN RECORD PLAT FOR MOST CURRENT \ i / w POND 7 HORIZONTAL SITE DIMENSIONS AND LAYOUT. - - - OUTLET HWL=9 .0 • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF /00- \ \ \moo \ �s` d' cs' 924 \ I � �'' � 100 YR HWL=932.0 - - - - - -' "�' F� 9 O �\ \ c9\ \ TEMPORARY DEWATERING rn EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS POND BOTTOM=920.0 l CHANNEL PRIOR TO STORM \ AND FIELD-VERFIY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL 112 \ \ - 9 \ TEMPORARY SEDIMENT BASIN 2 SEWER AS NECESSARY IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR \ 936: 5 ,WITH SKIMMER OUTLET. / �� � � \ o VARIATIONS FROM THE PLAN. \ \ g34 g36 I I �\ / \ \ TEMP \ tJ� • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. , N 4.5 x \ • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. 940. 9s� �Q , 94 p i \ \\ o \ \ \ \ \ 2 WO / 9-0.750 1 cs \ \ 934 I I g34 \ / \ \ 934 c� \ �, R w �, \ ^ •92n - J 942.2 G III g0 94 o �\ \ 'cam 92 922 G O 2 / / , / \ �0 - DN \ / w 0 \ c9 38 // `9� `9� 92 926 gyp` /934 L ./ 1 \ N \ _01, \ �, m\ rn rn 931.0 \ CGL \ // \ �\ - - - - • < ?� 4_0 \ I _ 40.6 - 94362 IQ n / 9 1 I O S 934 ao � - c / \ / `32� PROPOSED \ - J I \ 2 �L �� - - - 934;. 01 9g \ / TREE \ - - - - °` O / �, / , " 931.54 O g� LIMITS (TYP.) \ 1.5_ _ - - _ _4Q.5 -� �o m 32 /�/ \ _ _ I I TEMP I I 936.4 A � pR'Y/ \9 / 936.4 I I 935.9 /TAN K 0 co o I Nt HAN L / / 995 �0 938 936 // / \ WE L D ES 2 N I T 6 40.5 .50 T STORM C6 �3 94 9 9.40 o \ \ "� rn. IS NSE ESA v� GG 942 CL CL 9 91 �h / G' o \ - - -TAMP \ 06 c O l I 0' 50' 100' 150' � o• � w, LIMIT OF - o I PHASE 1 0' I\, Q f x I I Latest Revision Date: 05/02/18 Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. 0008463GDF01.dwg Adelaide Landing, 1st & 2nd Add. Date: 05/19/17 sheet: 8 of 15 I hereby certify that this plan was prepared by me or under my Revisions: J� Prepared for.• Grading, direct supervision and that I am a duly licensed PROFESSIONAL Drainage and ENGINEER under the State of Minnesota. 08/01/17 City Comments 8/23/17 Revisions DJW OP5 Adelaide LLC ADELAIDE 09/22/17 City Comments 02/19/18 Record Plans Drawn; SFB John Bender 05/02/18 Updated Plat Additionsee 1660 Highway 100 South, Suite 400 LANDING Erosion Control Date 05/02/18 UcenNo. 43358 Record DwMM bydatc JIM St. Louis Park, MN 55416 Hugo, MN Plan o 2017 Westwood Professional Services, Inc. °' I \ �!`�\° X90 LEGEND: Call 48 Hours before digging: 811 or cal1811.com Common Ground Alliance / I I 1_ 0) i L _ _ I I _ _ _ J i'� \ \ I I I I I I / 'nIC-A DENOTES SOIL BORING I / I I �' I Z O 19SFM DENOTES SILT FENCE \ \ \ -V \ j% I I vJ \ I 9Q PST-SFDENOTES POST GRADING SILT FENCE \\ /�� 6, / \ = ® DENOTES HEAVY DUTY SILT FENCE \ \ / HDSF / \ �J I I I \ \ �o� ---980— DENOTES EXISTING CONTOURS riQSF lb X980 - DENOTES PROPOSED CONTOURS \\ \ l \HDSF \DSF I II I I ��HDSF Cl ---0 DENOTES EXISTING STORM SEWER`/ L — _ �6 / `o,� C, DENOTES PROPOSED STORM SEWER 0 DENOTES EXISTING TREE LINE HDSF---- I I �,'S`b-o — — — — — — — — — — — DENOTES APPROXIMATE TREE 11 ,=II \ \II I I \ s REMOVAL LIMITS 0) `NV— x 856.3 DENOTES EXISTING SPOT ELEVATION d0 L D 66.30 0 C, 1 DENOTES PROPOSED SPOT ELEVATION z b' BITUMINOUS o � oL TEMP DENOTES PROPOSED SPOT ELEVATION i / \ `A I \ �I" �, TRAIL (TYP.) \ �„� N O w rn l FOR TEMPORARY DITCH `U \ X I 1 � � � � I � � rn DENOTES EROSION CONTROL ROCK CHECKS E.O.F. DENOTES EMERGENCY OVERFLOW 924 ��\ Tw_ 1020 DENOTES TOP WALL ELEVATION Bw=1000 DENOTES BOTTOM WALL ELEVATIONN 6 I DENOTES RETAINING WALL 01 �0)\"61/j5 DENOTES INLET PROTECTION — — — o \ / I / 9 \ �� \ X . AT CATCH BASINS \ I p \\ / \ o /O O j DENOTES WOOD FIBER EROSION ~ rn \ y S >' I'll � I \ \ 'Li � � � CONTROL BLANKET (3:1 AND STEEPER SLOPES) 07) 6� DENOTES WETLAND BUFFER MONUMENT �1g20 \ -� \ �- d6 / DENOTES EXISTING TREE TO BE REMOVED rL° z I I I 97 \ Q \ 6 9�8 \22 \ \ \ / \✓ I \\ / 5 / DENOTES EXISTING TREE TO REMAIN DENOTES WETLAND FILL Sr DENOTES WETLAND d I TWO ROWS OF BMP'S JV 932 �' — — DENOTES WETLAND BUFFER rn NEEDED WHERE DISTURBED 1- II N,n SOILS ARE WITHIN 50FT OF \ \ \ ` \ \ \ z // / S� DND DENOTES DO NOT DISTURB \ N oo NWL OF WETLAND \ o `9P Q , CIP N \ o o\ "), �, / / 5d // \r\o g�2 POND ACCESS ROUTE _j LLI > \ \ U,V1 EROSION CONTROL NOTES: a O I °' I J \r' \ Ny�,\ w / 0, �� \ \ ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE \ / / �h \ \ �O G IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE / �p 5 MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN \ I I N \ 92° \ \� �� ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED \ ` N°' q� / / / \ \ AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE \ \ I I \ \ 6 9\ / �, 5d�' / �\ ��� GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF -` \ \ �� �- \_ — / 5 / �b �o C� CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. \�� TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE / N — — — I \ \ r' 9 / /s �` o' �� �' \ 0CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. w I I S \ \ / �• / • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED 5d`l \ o,� O AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE I Z // 5a' / `? ti ° 93 - MUST BE PROVIDED ACCORDING TO THE DETAILS TO REDUCE II tK Q ` �'� / / / • SEED TRACKING & MUOLCH IRT ALL DISOTURBEDCAREAS, STREETS. EXCLUDING ROAD BEDS & ` l w I I/ \ cD 00 00 \ V , W `9 �� / / //` \ 0 / �• N PONDS BELOW OUTLET ELEV. o I 1 �rnrnrn '� �� \ ° / // \\ \\ \ / rn o w J :2\� ��� / i / �a� / 936 \ 4O o > on \ GENERAL GRADING & DRAINAGE NOTES: :5-r'° \ / C / \ • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED i~0 1 \ i9r'� \ / // /`\\ \^�/�o\, °� o� SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. S m / / / \ �' `V / o,� /► \ • REFER TO THE SITE PLAN RECORD PLAT FOR MOST CURRENT o 0 o ��� , c // / �\ �� \ \ �� /x� �ti HORIZONTAL SITE DIMENSIONS AND LAYOUT. 28 a I� o. Z/ / o 0 0 s\ WARNING!! I N �o V / // �d� 5a o•/ �A \ 0,' j �' o,� • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF \ s Jr HIGH PRESSURE PIPELINE! I / / \ °� �O\ p`ti EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS EXCAVATION AND/OR CONSTRUCTION I I I �w - \ �/ \ \\ AND FIELD-VERFIY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL 9�6 \ \ / PROHIBITED WITHOUT WRITTEN PERMISSION FROM: I Ir �Y /// // \ / �`? \ °�� ' CV O \ IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR V 'V BP PIPELINE I p L �� �� / rn 1 \V A\ VARIATIONS FROM THE PLAN. / CONTACT ANDY LEMIEUX I v ` / \ I J O /°j� j 5d�' o� �� �� 1\ °� ��6 O �Qn, o' �"�� • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. 6�2 430 1906 I ��`l• / �� \ 0 0' \\ ��� / \ • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. AndrewlLemieux@KochPipeline.com w 011 / ��co o�D v v v 0�C14 o // v \ .� c, 94NO 0 I \tKQ \ TWO ROWS OF BMP'S\ 0 A (\ NEEDED WHERE DISTURBED e,^ii r, Arlr TC^(--^r—\1/1I 11K1 CnI/Il+lllC!! Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoocips.com Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGINEffitunderf the State of Minnesota 08/01/17 City Comments — 09/22/17 City Comments 02/19/18 Record Plans 05/02/18 Updated Plat Additions John Bender Date 05/02/18 License No. 43358 lb \ G i C08• g ^� 0' 50' 100' 150' �C/�\ \ Vim\ �� •�\��� _ Latest Revision Date:05/02/18 Designed; W Prepared for: CheckedCheoked: DJW Drawn: SFB RecordDa�date: JFM OP.5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 A►delaiied L� 1st & 2nd AdcL ADELAIDE L A N D I N G Hueo, MN 0008463GDF01.dwg Date: 05/19/17 sheet: 9 OF 15 Grading, Drainage and Erosion Control Plan o 2017 Westwood Professional Services, Inc. \ G) LEGEND: Call 48 Hours before digging: 811 or call811.com Common Ground Alliance lb DENOTES SOIL BORING •SFM DENOTES SILT FENCE \ e� Psr-SFllllll� DENOTES POST GRADING SILT FENCE � �' DENOTES HEAVY DUTY SILT FENCE ':z N /� // 1\ O� \ \ // �� h �� X98° DENOTES EXISTING CONTOURS \ p� TWO ROWS OF BMP'S � /d`' \ �' i \ 94 ,� °� 980 \ NEEDED WHERE DISTURBED - �� �O // a`� /0^���\ \ ri / /�� °'� 0 X \ DENOTES PROPOSED CONTOURS � SOILS ARE WITHIN 50FT OF — Do -0 DENOTES EXISTING STORM SEWER NWL OF WETLAND / �ry \ � I I Q�ti // �a / / �,5. O� �° � O \ s Q .= \ I 0. /0 O � / 0— DENOTES PROPOSED STORM SEWER (zi \ �\ 928 I I �C;1 O a� �x `b �� � DENOTES EXISTING TREE LINE DENOTES APPROXIMATE TREE REMOVAL LIMITS 45 OT ELEVATION �\ ` C' "/ �1° °' DENOTES PROPOSED OT ELEVATION �'� \ ` / X 66° 6 P P 1 1 1 \ 9 9 �S `L� / 914 ® �8 I � / ` O � `\ f/ oho \ � � I1 N \ �6 \910_ 912 9� \ ` / 5d / \ ��. O \�/ss \ / g / TEMP DENOTES PROPOSED SPOT ELEVATION _n 1 \ /� G 9 I / d / °� ° rL O� / FOR TEMPORARY DITCH �� I / / O / // ► / / / V �R DENOTES EROSION CONTROL ROCK CHECKS g18 1 916 06 / O`L I / / / \ / i x2 .� �/ 938 E.O.F. DENOTES EMERGENCY OVERFLOW -560 10, 9 ti O 914 / / / _ // `L 'S ^� 1 1 970 912 / / / / co % �d // 0�` °� �° p`L' 9 9 O / / / TW=1020 DENOTES TOP WALL ELEVATION ; �91p— / `1' \ BW=1000 pOs DENOTES BOTTOM WALL ELEVATION p p� / �/ DENOTES RETAINING WALL / °�: / / / / ,� o,�O �° 9�� �O A\ ` p /�/ °'� N / // DENOTES INLET PROTECTION /C114 T\ / / O / AT CATCH BASINS / I °' / / \ °^� �� /� l DENOTES WOOD FIBER EROSION 1 SFr g28 I I OO� / / C -A ' // // O \\\\ 609 \� �6,/ CONTROL BLANKET _ 1 a� O I 0 3:1 AND STEEPER SLOPES Op I / _;° .4 p `\`\ �- / \ . �S` 0 DENOTES WETLAND BUFFER MONUMENT °' �. O \ / o/ \ \ \ \OA / / � � J Opti 5d L`•� I 'O/�� \ �� 60D� `\ \ � 9� / `6� � � \ DENOTES EXISTING TREE TO BE REMOVED , \ ��� v \ ` 9`38 / 'SAO p / `\ � DENOTES EXISTING TREE TO REMAIN -06066 In I I / /0 � / 5a IR \ \ I z0 0) (3) Cy)I I I / Opo / a °� \ c9� ✓ O�6 / \ 940 co • / \ / O x6, / - - - - ^� / / S / DENOTES WETLAND FILL il 11 11 w I V / , 10 WIDE POND O �,� — — DENOTES WETLAND LLI I / O ACCESS ROUTE � / °' I \ / OM r'\ \ �/ / � � / � >- ° I /a.� O�� gyp DENOTES WETLAND BUFFER oz / /O DND DENOTES DO NOT DISTURB 66POND ACCESS ROUTE 9:35A O O f'6, Wff �a/ \ \� 32� L N '/Ilool\ \'� // / //0 EROSION CONTROL NOTES: 130 �1Oj HIGH PRESSUR PIP LINE. O`v C� - - - - - / \ \ / /� Ops 6 • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE / EXCAVATION AND/0 co STRUCTIO �\ .0 _ i g, \ /j / IN-PLACE PRIOR TO ANY EXCAVATION CONSTRUCTION AND SHALL BE _ PROHIBITED WITHOUT W TEN�ERMISSIO FRO 9 924 �`�' 930` °�� / / ` / / / MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN B PIP NE �p� O \ / ` / �' CONT T A Y LEMIE �_ rn \ 0' / \ \ ° 9 // // ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED C I g2 6 \ 38 AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE 0-1906 �a �° 922 9j� \ p� / // // wqrA _ ,_ \ GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF _ Andrew. envie x@KochPipel'ne.c 1 -p— g1a / CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, HAY BALES ETC. REQUIRED BY THE wqr � � o u7 z 916 / \ � � \ � DIKES, N Op Oj75 \ / CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. e „zL-x3 o m POST GRADING 1"M 9� \_ 976 ` �\ 938 J / • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED a� Z J II SILT FENCE (TYP.) ` N 2 \ 9 AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE a w O W Ir- _ 906 \ `'O °` MUST BE PROVIDED ACCORDING TO THE DETAILS TO REDUCE H— _ _ 9 93� \ ` TRACKING OF DIRT ONTO PUBLIC STREETS. dod_` °od 910 _ \ \ 2R 9`30 \ • SEED &MULCH ALL DISTURBED AREAS, EXCLUDING ROAD BEDS & ley �O� sb ?15 g1 PONDS BELOW OUTLET ELEV. 00 ° 916 \ GENERAL GRADING & DRAINAGE NOTES: a� -Z V* \ • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED dOd— Ho— _ -920,_ _ \ \ SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. / _ M dod_do sr He'd 924 • REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. O &0 HORIZONTAL O ` HORIZONTAL SITE DIMENSIONS AND LAYOUT. 932 dl4 1bM -� • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF \ zlX-3 d EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS 00%,AND FIELD-VERFIY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL Od dOd _ 1bH dod_ a�IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR HO `i VARIATIONS FROM THE PLAN. _ d10 «ZL'X3 dOd 932 ° Hod 930 • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. % fy� dod —� 010y� • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. l 1 b H°d Gl d0 Sb° _ l 1 932 932 _dod s yo Lo Li) CSZl9_ / 1 dM HOd _ N K) 0) / dOj O N K)O _ O 934— �J� i 932 93 4 n -_ iit—� /� —93 _ Adelaide Landing, 1st & 2nd AdcL I hereby certify that this plan was prepared by me or under my Revisions. J� Prepared for' direct supervision and that I am a duly licensed PROFESSIONAL ENGINEffitunderf the State of Minnesota 08/01/17 CityComments 09/22/17 City Comments D>W 02 18 Record Plans 0R5 Adelaide LLC ADELAIDE /19/ 05/02/18 Updated Plat Additions Drawn; OB lry JohnHighway05/02/18 43358 1660 St. Louis Park, 55416 Suite 400 Hugo, IMN rawing /date: JIMDate: Liaenee No. Record D I !I 0' 50' 100' 150' Latest Revision Date: 05/02/18 0008463GDF01.dwg Date: 05/19/17 sheet: 10 OF 15 Grading, Drainage and Erosion Control Plan o 2017 Westwood Professional Services, Inc. y'V y LEGEND: Call 48 Hours before digging: 811 or cal1811.com Common Ground Alliance DENOTES SOIL BORING �SFI&L DENOTES SILT FENCE PST -SF DENOTES POST GRADING SILT FENCE �nft% 1 DENOTES HEAVY DUTY SILT FENCE s3s � � 1 � \ / / \ ` 9$ DENOTES EXISTING CONTOURS C3 X \ I �� \ \ \ / / / / \ \ �980 - DENOTES PROPOSED CONTOURS / \ \ 0—Do-0 DENOTES EXISTING STORM SEWER IF-- P* -11111111 DENOTES PROPOSED STORM SEWER / \ / 934 I / / / \ \ \� DENOTES EXISTING TREE LINE rlyDENOTES APPROXIMATE TREE REMOVAL LIMITS x 856.3 DENOTES EXISTING SPOT ELEVATION 66.30 DENOTES PROPOSED SPOT ELEVATION 66.30 DENOTES PROPOSED SPOT ELEVATION TEMP�I 1 _ FOR TEMPORARY DITCH _4c'\ / 00000% DENOTES EROSION CONTROL ROCK CHECKS E.O.F. DENOTES EMERGENCY OVERFLOW TW=1 020 DENOTES TOP Bw=1000 DENOTES BOTLELEVATION BOTTOM WALL ELEVATION DENOTES RETAINING WALL )16 914 974 \ r7 x + _ — DENOTES INLET PROTECTION \ \ GAS ASS — / / / AT CATCH BASINS \ — — — — — — _ DENOTES WOOD FIBER EROSION \ \ \ i7 x�/X — — — / / \ CONTROL BLANKET ® \ \ \ \ \ (3:1 AND STEEPER SLOPES) \ X12 — — — — — — — /� <_ �� \ \ \ \ \ — — — e DENOTES WETLAND BUFFER MONUMENT — — _ / o rR DENOTES EXISTING TREE TO BE REMOVED DENOTES EXISTING TREE TO REMAIN \_ 912 g14 916 \ 900 \ \ S, / �� \ — — DENOTES WETLAND FILL I I \ J V 0 \ / ( DENOTES WETLAND r 926 9 \ \ \� �` — — DENOTES WETLAND BUFFER DND DENOTES DO NOT DISTURB N\ o\ r--- POND ACCESS ROUTE 1 - \ \ oA \ EROSION CONTROL NOTES: O �O OG — • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE I 200'j-, A L IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE 0)I -� O]�y�F oti MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN \NO ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED d, I'll OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE 006''o GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. 970\ r j 0 TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. \ / �� \0� / • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED 1 _' ` AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE L C _ 926 \ I g02 0 900 \ MUST BE PROVIDED ACCORDING TO THE DETAILS TO REDUCE �\ 00 ` / o \ \ TRACKING OF DIRT ONTO PUBLIC STREETS. 9 \ 6' 9pp \ i \ • SEED & MULCH ALL DISTURBED AREAS, EXCLUDING ROAD BEDS & p6 90 \ PONDS BELOW OUTLET ELEV. � 6 902 9 I / 9p13 914 904 \ 08 \ 90 \ / GENERAL GRADING & DRAINAGE NOTES: NI �0' \ o`� o \ • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED I 00/ g16 / \ gp$_ g9L \ \ �o' \ \ / • SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. I I I IREFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT 916 914 / /922 0Q /� \ \ \ / / HORIZONTAL SITE DIMENSIONS AND LAYOUT. I(14 i9o� g26 \ _g2p_ / \ g2o \ / 922 \ / / • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF / EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS O 924- / \ 9� \ / �92� — AND FIELD-VERFIY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL 0 � \ / / g22 9� \8 9 X918 IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR d' , VARIATIONS FROM THE PLAN. oolU 9> \ �� ti� 9 �� \ rnN „� _ 6� ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. \`9�Or' i ` \ \ 6' �o' — \ �N I 92 • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. o s \ X, I ooe� rN l / O a Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. 0 / C� TWO ROWS OF BMP'S r'rn NEEDED WHERE DISTURBED C> SOILS ARE WITHIN 50FT OF I j - - NWL OF WETLAND A ,� .� a SOH /00�o rl I i� 0' 50' 100' 150' F— — _ _ _ —� o �' Latest Revision Date: 05/02/18 I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGINEffitunderf the State of Minnesota 08/01/17 City Comments — 09/22/17 City Comments 02/19/18 Record Plans 05/02/18 Updated Plat Additions John Bender Date 05/02/18 License No. 43358 Checked: DJW Drawn: SFB Record Drawing by/date: JIM Prepared for: OP.5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 Adelaide Landing, 1st & 2nd AdcL ADELAIDE L A N D I N G Hueo, MN 0008463GDF01.dwg Date: 05/19/17 Sheet: 11 OF 15 Grading, Drainage and Erosion Control Plan zOFPU 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) 29765259 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 HU U Ltov,S C(y6 I�(�7S Fee S/—Oly5oS3 stAte 5y9-337r STREET ADDRESS CITY STATE ZIP CODE Pa (Iwr D,1 H USO rn 5",5003Fs NAME OF PERSON MAKING APPLICATION BUSINESS PHONE HOME PHONE I(hA2K (6a) vot -( iyy (-I) 92C( -74 s- DATES LIQUOR WILL BE SOLD tc, TYP , OF ORGANIZATION TABLE RELIGIOUS OTHER NONPROFIT ORGANIZATION OFFICER'S NAME DRESS 606 [ (I-(4Sr IiI JASov\ Sa w%.P_5em R,)5o fynlk 9�S-63 �,- ORGANIZATION OFFICER'S NAME ADDRESS l ��l'f© �=1on,a R�4 C1� �5 '��,oc� GUwzk-� fkAR Lk 4hrt 5YI16 ORGANIZATION OFFICER'S NAME ADDRESS R\A' - Ne; 4o7_T �b g3ok �26 Location license will be used. If an outdoor area, describe U01AS PR2k - I�ku� o Will the applicant contract for intoxicating liquor service? If so, give the name and address of the liquor licensee providing the service. Will the applicant carry liquor liability insurance? If so, please provide the carrier's name and amount of coverage. L-loKS Ctu6s �'te2rt }ro�4l tr UO(3)606 2SC$�v�dL Mum\ ^C.�.g Ca I�ac�ojoto APPROVAL APPLICATION MUST BE APPROVED BY CITY OR COUNTY BEFORE SUBMITTING TO ALCOHOL & GAMBLING ENFORCEMENT CITY/COUNTY DATE APPROVED / CITY FEE AMOUNT U LICENSE DATES DATE FEE PAID u - I 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) H.ID RESOLUTION 2018 - A RESOLUTION APPROVING THE PURSUANCE OF A COOPERATIVE AGREEMENT WITH THE MINNESOTA DEPARTMENT OF TRANSPORTATION FOR THE COMMUNITY ROADSIDE LANDSCAPING PARTNERSHIP PROGRAM. WHEREAS, the Minnesota Department of Transportation (MnDOT) wishes to provide technical and financial assistance to communities that are interested in landscaping state highway rights of way through the Community Roadside Landscaping Partnership Program; and WHEREAS, the City of Hugo has applied for technical and financial assistance for landscaping the right-of-way areas approaching the round -a -bout located at TH 61 and 170a' Street North; and WHEREAS, MnDOT has established that they will give technical assistance and will fund up to $10,000 for the cost of materials to landscape the right-of-way areas approaching the round -a- bout located at TH 61 and 170t' Street North; and NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the proper City of Hugo officers to pursue a cooperative agreement with MnDOT for technical and financial assistance for the right-of-way areas approaching the round -a -bout located at TH 61 and 1706 Street North. ADOPTED by the City Council on May 7, 2018. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk DEPARTMENT OF TRANSPORTATION Metro State Aid 1500 County Road 62, Roseville, MN 55:113 To: Local Agency RE: Proposed Master Partnership Contract 651-234-7773 sharon.lemay@state.mn.us Date: May 1, 2017 Attached is a copy of a proposed master partnership contract between the Minnesota Department of Transportation (Mn/DOT) and your Local Agency. The Master Partnership Contract provides a framework for Mn/DOT and Local Agencies to provide services and payment to each other. A few MnDOT provided routine services are included in the contract —see Exhibit A-- but all other services require work orders describing costs and scope. Kindly review the enclosed document and if acceptable, arrange to have it presented to your Council/Board for their approval and execution. Please provide signatures only under the Local Government heading. Also required is a new resolution passed by the Council/Board authorizing its officials to sign and execute the agreement on its behalf. (Only the named officials may sign the agreement: if anyone else signs in the named official's place, the agreement will not be executed.) Please return to me at the address listed above or as a pdf to sharon.lemayl@state.mn.us. Please note that no work shall be performed by Mn/DOT personnel until the full execution of the agreement. After execution by Mn/DOT and other State officials, a copy of the agreement will be returned to you. If you have any questions or require additional information, please feel free to contact me at 651-234- 7773. If your local agency will not be executing this contract, please send me an email informing me of this so I can remove you from our list. Thank You Sharon LeMay, Metro State Aid An Equal Opportunity Employer ooi:►oo000 RESOLUTION NO.2018- CITY OF HUGO WASHINGTON COUNTY, MINNESOTA A RESOLUTION TO UPDATE THE MASTER PARTNERSHIP CONTRACT WITH THE MN DEPARTMENT OF TRANSPORTATION (MnDOT) Whereas, The Minnesota Department of Transportation wishes to cooperate closely with local units of government to coordinate the delivery of transportation services and maximize the efficient delivery of such services at all levels of government; and Whereas, MnDOT and local governments are authorized by Minnesota Statutes sections 471.59, 174.02, and 161.20, to undertake collaborative efforts for the design, construction, maintenance and operation of state and local roads; and Whereas: the parties wish to be able to respond quickly and efficiently to such opportunities for collaboration, and have determined that having the ability to write "work orders" against a master contract would provide the greatest speed and flexibility in responding to identified needs. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF HUGO, MINNESOTA: 1. That the City of Hugo enter into a Master Partnership Contract with the Minnesota Department of Transportation, a copy of which was before the City Council. 2. That the proper City officers are authorized to execute such contract, and any amendments thereto. 3. That the City of Hugo City Engineer, Mark Erichson, or City Administrator, Bryan Bear, are authorized to negotiate work order contracts pursuant to the Master Contract, which work order contracts may provide for payment to or from MnDOT, and that the City of Hugo Engineer, Mark Erichson, or City Administrator, Bryan Bear, may execute such work order contracts on behalf of the City of Hugo without further approval by this Council. This resolution was adopted by the City Council of the City of Hugo on the 71` day of May 2018, by a vote of Ayes and Nays. ATTEST: Tom Weidt, Mayor Michele Lindau, City Clerk (seal) DEPARTMENT OF TRANSPORTATION MnDOT Contract Number STATE OF MINNESOTA AND CITY OF HUGO MASTER PARTNERSHIP CONTRACT This master contract is between the State of Minnesota, acting through its Commissioner of Transportation in this contract referred to as the "State" and the City of Hugo, acting through its City Council in this contract referred to as the "Local Government." 1028141 Recitals The parties are authorized to enter into this contract pursuant to Minnesota Statutes, §§ 15.061, 471.59 and 174.02. 2. Minn. Stat. § 161.20, subd. 2, authorizes the Commissioner of Transportation to make arrangements with and cooperate with any governmental authority for the purposes of constructing, maintaining and improving the trunk highway system. Each party to this contract is a "road authority" as defined by Minn. Stat. § 160.02, subd. 25. 4. Minn. Stat. § 161.39, subd. 1, authorizes a road authority to perform work for another road authority. Such work may include providing technical and engineering advice, assistance and supervision, surveying, preparing plans for the construction or reconstruction of roadways, and performing roadway maintenance. 5. Minn. Stat. § 174.02, subd. 6, authorizes the Commissioner of Transportation to enter into contracts with other governmental entities for research and experimentation; for sharing facilities, equipment, staff, data, or other means of providing transportation -related services; or for other cooperative programs that promote efficiencies in providing governmental services, or that further development of innovation in transportation for the benefit of the citizens of Minnesota. 6. Each party wishes to occasionally purchase services from the other parry, which the parties agree will enhance the efficiency of delivering governmental services at all levels. This Master Partnership Contract (MPC) provides a framework for the efficient handling of such requests. This MPC contains terms generally governing the relationship between the parties. When specific services are requested, the parties will (unless otherwise specified) enter into a "Work Order" contracts. 7. After the execution of this MPC, the parties may (but are not required to) enter into "Work Order" contracts. These Work Orders will specify the work to be done, timelines for completion, and compensation to be paid for the specific work. 8. The parties are entering into this MPC to establish terms that will govern all of the Work Orders subsequently issued under the authority of this Contract. Master Partnership Contract Term of Master Partnership Contract; Use of Work Order Contracts; Survival of Terms 1.1. Effective Date: This contract will be effective on the date last signed by the Local Government, and all State officials as required under Minn. Stat. § 16C.05, subd. 2. 1.2. A party must not accept work under this Contract until it is fully executed. 1.3. Expiration Date. This Contract will expire on June 30, 2022. Page 1 of 13 CM Master Partnership Contract (CM Rev. 04/10/2017) MnDOT Contract Number: 1028141 1.4. Work Order Contracts. A work order contract must be negotiated and executed (by both the State and the Local Government) for each particular engagement, except for Technical Services provided by the State to the Local Government as specified in Article 2. The work order contract must specify the detailed scope of work and deliverables for that project. A party must not begin work under a work order until the work order is fully executed. The terms of this MPC will apply to all work orders contracts issued, unless specifically varied in the work order. The Local Government understands that this MPC is not a guarantee of any payments or work order assignments, and that payments will only be issued for work actually performed under fully -executed work orders. 1.5. Survival of Terms. The following clauses survive the expiration or cancellation of this master contract and all work order contracts: 12. Liability; 13. State Audits; 14. Government Data Practices and Intellectual Property; 17. Publicity; 18. Governing Law, Jurisdiction, and Venue; and 22. Data Disclosure. All terms of this MPC will survive with respect to any work order contract issued prior to the expiration date of the MPC. 1.6, Sample Work Order. A sample work order contract is available upon request from the State. 1.7. Definition of "Providing Party" and "Requesting Party". For the purpose of assigning certain duties and obligations in the MPC to work order contracts, the following definitions will apply throughout the MPC. "Requesting Party" is defined as the parry requesting the other party to perform work under a work order contract. "Providing Party" is defined as the party performing the scope of work under a work order contract. 2. Technical Services 2.1. Technical Services include repetitive low-cost services routinely performed by the State for the Local Government. These services may be performed by the State for the Local Government without the execution of a work order, as these services are provided in accordance with standardized practices and processes and do not require a detailed scope of work. Exhibit A — Table of Technical Services is attached. 2.1.1. Every other service not falling under the services listed in Exhibit A will require a work order contract. 2.2. The Local Government may request the State to perform Technical Services in an informal manner, such as by the use of email, a purchase order, or by delivering materials to a State lab and requesting testing. A request may be made via telephone, but will not be considered accepted unless acknowledged in writing by the State. 2.3 The State will promptly inform the Local Government if the State will be unable to perform the requested Technical Services. Otherwise, the State will perform the Technical Services in accordance with the State's normal processes and practices, including scheduling practices taking into account the availability of State staff and equipment. 2.4. Payment Basis. Unless otherwise agreed to by the parties prior to performance of the services, the State will charge the Local Government the State's then -current rate for performing the Technical Services. The then -current rate may include the State's normal and customary additives. The State will invoice the Local Government upon completion of the services, or at regular intervals not more than once monthly as agreed upon by the parties. The invoice will provide a summary of the Technical Services provided by the State during the invoice period. 3. Services Requiring A Work Order Contract 3.1. Work Order Contracts: A party may request the other party to perform any of the following services under individual work order contracts. Page 2 of 13 CM Master Partnership Contract (CM Rev. 04/10/2017) MnDOT Contract Number: 1028141 3.2. Professional and Technical Services. A party may provide professional and technical services upon the request of the other party. As defined by Minn. Stat. § 16C.08, subd. 1, professional/technical services "means services that are intellectual in character, including consultation, analysis, evaluation, prediction, planning, programming, or recommendation; and result in the production of a report or completion of a task." Professional and technical services do not include providing supplies or materials except as incidental to performing such services. Professional and technical services include (by way of example and without limitation) engineering services, surveying, foundation recommendations and reports, environmental documentation, right-of-way assistance (such as performing appraisals or providing relocation assistance, but excluding the exercise of the power of eminent domain), geometric layouts, final construction plans, graphic presentations, public relations, and facilitating open houses. A party will normally provide such services with its own personnel; however, a party's professional/technical services may also include hiring and managing outside consultants to perform work provided that a party itself provides active project management for the use of such outside consultants. 3.3. Roadway Maintenance. A party may provide roadway maintenance upon the request of the other party. Roadway maintenance does not include roadway reconstruction. This work may include but is not limited to snow removal, ditch spraying, roadside mowing, bituminous mill and overlay (only small projects), seal coat, bridge hits, major retaining wall failures, major drainage failures, and message painting. All services must be performed by an employee with sufficient skills, training, expertise or certification to perform such work, and work must be supervised by a qualified employee of the party performing the work. 3.4. Construction Administration. A party may administer roadway construction projects upon the request of the other party. Roadway construction includes (by way of example and without limitation) the construction, reconstruction, or rehabilitation of mainline, shoulder, median, pedestrian or bicycle pathway, lighting and signal systems, pavement mill and overlays, seal coating, guardrail installation, and channelization. These services may be performed by the Providing Party's own forces, or the Providing Party may administer outside contracts for such work. Construction administration may include letting and awarding construction contracts for such work (including state projects to be completed in conjunction with local projects). All contract administration services must be performed by an employee with sufficient skills, training, expertise or certification to perform such work. 3.5. Emergency Services. A party may provide aid upon request of the other party in the event of a man-made disaster, natural disaster or other act of God. Emergency services includes all those services as the parties mutually agree are necessary to plan for, prepare for, deal with, and recover from emergency situations. These services include, without limitation, planning, engineering, construction, maintenance, and removal and disposal services related to things such as road closures, traffic control, debris removal, flood protection and mitigation, sign repair, sandbag activities and general cleanup. Work will be performed by an employee with sufficient skills, training, expertise or certification to perform such work, and work must be supervised by a qualified employee of the party performing the work. If it is not feasible to have an executed work order prior to performance of the work, the parties will promptly confer to determine whether work may be commenced without a fully -executed work order in place. If work commences without a fully -executed work order, the parties will follow up with execution of a work order as soon as feasible. 3.6. When a need is identified, the State and the Local Government will discuss the proposed work and the resources needed to perform the work. If a party desires to perform such work, the parties will negotiate the specific and detailed work tasks and cost. The State will then prepare a work order contract. Generally, a work order contract will be limited to one specific project/engagement, although "on call" work orders may be prepared for certain types of services, especially for "Technical Services" items as identified section 2. L. The work order will also identify specific deliverables required, and timeframes for completing work. A work order must be fully executed by the parties prior to work being commenced. Page 3 of 13 CM Master Partnership Contract (CM Rev. 04/10/2017) MnDOT Contract Number: 1028141 The Local Government will not be paid for work performed prior to execution of a work order contract and authorization by the State. 4. Responsibilities of the Providing Party 4.1. Terms Applicable to ALL Work Order Contracts. The terms in this section 4.1 will apply to ALL work order contracts. 4.1.1. Each work order will identify an Authorized Representative for each party. Each party's authorized representative is responsible for administering the work order, and has the authority to make any decisions regarding the work, and to give and receive any notices required or permitted under this MPC or the work order. 4.1.2. The Providing Party will furnish and assign a publicly employed licensed engineer (Project Engineer), to be in responsible charge of the project(s) and to supervise and direct the work to be performed under each work order contract. For services not requiring an engineer, the Providing Party will furnish and assign another responsible employee to be in charge of the project. The services of the Providing Party under a work order contract may not be otherwise assigned, sublet, or transferred unless approved in writing by the Requesting Party's authorized representative. This written consent will in no way relieve the Providing Party from its primary responsibility for the work. 4.1.3. If the Local Government is the Providing Party, the Project Engineer may request in writing specific engineering and/or technical services from the State, pursuant to Minn. Stat. Section 161.39. The work order Contract will require the Local Government to deposit payment in advance. The costs and expenses will include the current State additives and overhead rates, subject to adjustment based on actual direct costs that have been verified by audit. 4.1.4. Only the receipt of a fully executed work order contract authorizes the Providing Party to begin work on a project. Any and all effort, expenses, or actions taken by the Providing Party before the work order contract is fully executed are considered unauthorized and undertaken at the risk of non-payment. 4.1.5. In connection with the performance of this contract and any work orders issued, the Providing Agency will comply with all applicable Federal and State laws and regulations. When the Providing Party is authorized or permitted to award contracts in connection with any work order, the Providing Party will require and cause its contractors and subcontractors to comply with all Federal and State laws and regulations. 4.2. Additional Terms for Roadway Maintenance. The terms of section 4.1 and this section 4.2 will apply to all work orders for Roadway Maintenance. 4.2.1. Unless otherwise provided for by contract or work order, the Providing Party must obtain all permits and sanctions that may be required for the proper and lawful performance of the work. 4.2.2. The Providing Party must perform maintenance in accordance with MnDOT maintenance manuals, policies and operations. 4.2.3. The Providing Party must use State -approved materials, including (by way of example and without limitation), sign posts, sign sheeting, and de-icing and anti -icing chemicals. 4.3. Additional Terms for Construction Administration. The terms of section 4.1 and this section 4.3 will apply to all work order contracts for construction administration. 4.3.1. Contract(s) must be awarded to the lowest responsible bidder or best value proposer in accordance with state law. Page 4 of 13 CM Master Partnership Contract (CM Rev. 04/10/2017) MnDOT Contract Number: 1028141 4.3.2. Contractor(s) must be required to post payment and performance bonds in an amount equal to the contract amount. The Providing Party will take all necessary action to make claims against such bonds in the event of any default by the contractor. 4.3.3. Contractor(s) must be required to perform work in accordance with the latest edition of the Minnesota Department of Transportation Standard Specifications for Construction. 4.3.4. For work performed on State right-of-way, contractor(s) must be required to indemnify and hold the State harmless against any loss incurred with respect to the performance of the contracted work, and must be required to provide evidence of insurance coverage commensurate with project risk. 4.3.5. Contractor(s) must pay prevailing wages pursuant to applicable state and federal law. 4.3.6. Contractor(s) must comply with all applicable Federal, and State laws, ordinances and regulations, including but not limited to applicable human rights/anti-discrimination laws and laws concerning the participation of Disadvantaged Business Enterprises in federally -assisted contracts. 4.3.7. Unless otherwise agreed in a work order contract, each party will be responsible for providing rights of way, easement, and construction permits for its portion of the improvements. Each party will, upon the other's request, furnish copies of right of way certificates, easements, and construction permits. 4.3.8. The Providing Party may approve minor changes to the Requesting Party's portion of the project work if such changes do not increase the Requesting Party's cost obligation under the applicable work order contract. 4.3.9. The Providing Party will not approve any contractor claims for additional compensation without the Requesting Parry's written approval, and the execution of a proper amendment to the applicable work order contract when necessary. The Local Government will tender the processing and defense of any such claims to the State upon the State's request. 4.3.10. The Local Government must coordinate all trunk highway work affecting any utilities with the State's Utilities Office. 4.3.11. The Providing Party must coordinate all necessary detours with the Requesting Party. 4.3.12. If the Local Government is the Providing Party, and there is work performed on the trunk highway right-of-way, the following will apply: 4.3.12.1 The Local Government will have a permit to perform the work on the trunk highway. The State may revoke this permit if the work is not being performed in a safe, proper and skillful manner, or if the contractor is violating the terms of any law, regulation, or permit applicable to the work. The State will have no liability to the Local Government, or its contractor, if work is suspended or stopped due to any such condition or concern. 4.3.12.2 The Local Government will require its contractor to conduct all traffic control in accordance with the Minnesota Manual on Uniform Traffic Control Devices. 4.3.12.3 The Local Government will require its contractor to comply with the terms of all permits issued for the project including, but not limited to, National Pollutant Discharge Elimination System (NPDES) and other environmental permits. 4.3.12.4 All improvements constructed on the State's right-of-way will become the property of the State. 5. Responsibilities of the Requesting Party Page 5 of 13 CM Master Partnership Contract (CM Rev. 04/10/2017) MnDOT Contract Number: 1028141 5.1. After authorizing the Providing Party to begin work, the Requesting Party will furnish any data or material in its possession relating to the project that may be of use to the Providing Party in performing the work. 5.2. All such data furnished to the Providing Party will remain the property of the Requesting Party and will be promptly returned upon the Requesting Party's request or upon the expiration or termination of this contract (subject to data retention requirements of the Minnesota Government Data Practices Act and other applicable law). 5.3. The Providing Party will analyze all such data furnished by the Requesting Party. If the Providing Party finds any such data to be incorrect or incomplete, the Providing Party will bring the facts to the attention of the Requesting Party before proceeding with the part of the project affected. The Providing Party will investigate the matter, and if it finds that such data is incorrect or incomplete, it will promptly determine a method for famishing corrected data. Delay in furnishing data will not be considered justification for an adjustment in compensation. 5.4. The State will provide to the Local Government copies of any Trunk Highway fund clauses to be included in the bid solicitation and will provide any required Trunk Highway fund provisions to be included in the Proposal for Highway Construction, that are different from those required for State Aid construction. 5.5. The Requesting Party will perform final reviews and inspections of its portion of the project work. If the work is found to have been completed in accordance with the work order contract, the Requesting Party will promptly release any remaining funds due the Providing Party for the Project(s). 5.6. The work order contracts may include additional responsibilities to be completed by the Requesting Party. 6. Time In the performance of project work under a work order contract, time is of the essence. Consideration and Payment 7.1. Consideration. The Requesting Party will pay the Providing Party as specified in the work order. The State's normal and customary additives will apply to work performed by the State, unless otherwise specified in the work order. The State's normal and customary additives will not apply if the parties agree to a "lump sum" or "unit rate" payment. 7.2. State's Maximum Obligation. The total compensation to be paid by the State to the Local Government under all work order contracts issued pursuant to this MPC will not exceed $500,000.00. 7.3. Travel Expenses. It is anticipated that all travel expenses will be included in the base cost of the Providing Party's services, and unless otherwise specifically set forth in an applicable work order contract, the Providing Party will not be separately reimbursed for travel and subsistence expenses incurred by the Providing Party in performing any work order contract. In those cases where the State agrees to reimburse travel expenses, such expenses will be reimbursed in the same manner and in no greater amount than provided in the current "MnDOT Travel Regulations" a copy of which is on file with and available from the MnDOT District Office. The Local Government will not be reimbursed for travel and subsistence expenses incurred outside of Minnesota unless it has received the State's prior written approval for such travel. 7.4. Payment. 7.4.1. Generally. The Requesting Party will pay the Providing Party as specified in the applicable work order, and will make prompt payment in accordance with Minnesota law 7.4.2. Payment by the Local Government. Page 6 of 13 CM Master Partnership Contract (CM Rev. 04/10/2017) MnDOT Contract Number: 1028141 7.4.2.1. The Local Government will make payment to the order of the Commissioner of Transportation. 7.4.2.2. IMPORTANT NOTE: PAYMENT MUST REFERENCE THE "MNDOT CONTRACT NUMBER" SHOWN ON THE FACE PAGE OF THIS CONTRACT AND THE "INVOICE NUMBER" ON THE INVOICE RECEIVED FROM MNDOT. 7.4.2.3. Remit payment to the address below: MnDOT Attn: Cash Accounting RE: MnDOT Contract Number 1028141 and Invoice Number ###### Mail Stop 215 395 John Ireland Blvd St. Paul, MN 55155 7.4.3. Payment by the State. 7.4.3.1. Generally. The State will promptly pay the Local Government after the Local Government presents an itemized invoice for the services actually performed and the State's Authorized Representative accepts the invoiced services. Invoices must be submitted as specified in the applicable work order, but no more frequently than monthly. 7.4.3.2. Retainage for Professional and Technical Services. For work orders for professional and technical services, as required by Minn. Stat. § 16C.08, subd. 2(10), no more than 90 percent of the amount due under any work order contract may be paid until the final product of the work order contract has been reviewed by the State's authorized representative. The balance due will be paid when the State's authorized representative determines that the Local Government has satisfactorily fulfilled all the terms of the work order contract. 8. Conditions of Payment All work performed by the Providing Party under a work order contract must be performed to the Requesting Parry's satisfaction, as determined at the sole and reasonable discretion of the Requesting Party's Authorized Representative and in accordance with all applicable federal and state laws, rules, and regulations. The Providing Party will not receive payment for work found by the State to be unsatisfactory or performed in violation of federal or state law. 9. Local Government's Authorized Representative and Project Manager; Authority to Execute Work Order Contracts 9.1. The Local Government's Authorized Representative for administering this master contract is the Local Government's Engineer, and the Engineer has the responsibility to monitor the Local Government's performance. The Local Government's Authorized Representative is also authorized to execute work order contracts on behalf of the Local Government without approval of each proposed work order contract by its governing body. 9.2. The Local Government's Project Manager will be identified in each work order contract. 10. State's Authorized Representative and Project Manager 10.1. The State's Authorized Representative for this master contract is the District State Aid Engineer, who has the responsibility to monitor the State's performance. 10.2. The State's Project Manager will be identified in each work order contract. Page 7 of 13 CM Master Partnership Contract (CM Rev. 04/10/2017) MnDOT Contract Number: 11. Assignment, Amendments, Waiver, and Contract Complete 1028141 11.1. Assignment. Neither party may assign or transfer any rights or obligations under this MPC or any work order contract without the prior consent of the other and a fully executed Assignment Contract, executed and approved by the same parties who executed and approved this MPC, or their successors in office. 11.2. Amendments. Any amendment to this master contractor any work order contract must be in writing and will not be effective until it has been executed and approved by the same parties who executed and approved the original contract, or their successors in office. 11.3. Waiver. If a party fails to enforce any provision of this master contract or any work order contract, that failure does not waive the provision or the party's right to subsequently enforce it. 11.4. Contract Complete. This master contract and any work order contract contain all negotiations and contracts between the State and the Local Government. No other understanding regarding this master contract or any work order contract issued hereunder, whether written or oral may be used to bind either party. 12. Liability. Each party will be responsible for its own acts and omissions to the extent provided by law. The Local Government's liability is governed by Minn. Stat. chapter 466 and other applicable law. The State's liability is governed by Minn. Stat. section 3.736 and other applicable law. This clause will not be construed to bar any legal remedies a party may have for the other parry's failure to fulfill its obligations under this master contract or any work order contract. Neither party agrees to assume any environmental liability on behalf of the other party. A Providing Party under any work order is acting only as a "Contractor" to the Requesting Party, as the term "Contractor" is defined in Minn. Stat. § 11513.03 (subd. 10), and is entitled to the protections afforded to a "Contractor" by the Minnesota Environmental Response and Liability Act. The parties specifically intend that Minn. Stat. §471.59 subd. la will apply to any work undertaken under this MPC and any work order issued hereunder. 13. State Audits Under Minn. Stat. § 16C.05, subd. 5, the parry's books, records, documents, and accounting procedures and practices relevant to any work order contract are subject to examination by the parties and by the State Auditor or Legislative Auditor, as appropriate, for a minimum of six years from the end of this MPC. 14. Government Data Practices and Intellectual Property 14.1. Government Data Practices. The Local Government and State must comply with the Minnesota Government Data Practices Act, Minn. Stat. Ch. 13, as it applies to all data provided by the State under this MPC and any work order contract, and as it applies to all data created, collected, received, stored, used, maintained, or disseminated by the Local Government under this MPC and any work order contract. The civil remedies of Minn. Stat. § 13.08 apply to the release of the data referred to in this clause by either the Local Government or the State. 14.2. Intellectual Property Rights 14.2.1. Intellectual Property Rights. The Requesting Parry will own all rights, title, and interest in all of the intellectual property rights, including copyrights, patents, trade secrets, trademarks, and service marks in the Works and Documents created and paid for under work order contracts. Works means all inventions, improvements, discoveries (whether or not patentable), databases, computer programs, reports, notes, studies, photographs, negatives, designs, drawings, specifications, materials, tapes, and disks conceived, reduced to practice, created or originated by the Providing Party, its employees, agents, and subcontractors, either individually or jointly with others in the performance of this master contract or any work order contract. Works includes "Documents." Documents are the originals of any databases, computer programs, reports, notes, Page 8 of 13 CM Master Partnership Contract (CM Rev. 04/10/2017) MnDOT Contract Number: 1028141 studies, photographs, negatives, designs, drawings, specifications, materials, tapes, disks, or other materials, whether in tangible or electronic forms, prepared by the Providing Party, its employees, agents, or contractors, in the performance of a work order contract. The Documents will be the exclusive property of the Requesting Party and all such Documents must be immediately returned to the Requesting Party by the Providing Party upon completion or cancellation of the work order contract. To the extent possible, those Works eligible for copyright protection under the United States Copyright Act will be deemed to be "works made for hire." The Providing Party Government assigns all right, title, and interest it may have in the Works and the Documents to the Requesting Party. The Providing Party must, at the request of the Requesting Party, execute all papers and perform all other acts necessary to transfer or record the Requesting Party's ownership interest in the Works and Documents. Notwithstanding the foregoing, the Requesting Party grants the Providing Party an irrevocable and royalty -free license to use such intellectual property for its own non-commercial purposes, including dissemination to political subdivisions of the state of Minnesota and to transportation -related agencies such as the American Association of State Highway and Transportation Officials. 14.2.2. Obligations with Respect to Intellectual Property. 14.2.2.1. Notification. Whenever any invention, improvement, or discovery (whether or not patentable) is made or conceived for the first time or actually or constructively reduced to practice by the Providing Party, including its employees and subcontractors, in the performance of the work order contract, the Providing Party will immediately give the Requesting Parry's Authorized Representative written notice thereof, and must promptly furnish the Authorized Representative with complete information and/or disclosure thereon. 14.2.2.2. Representation. The Providing Party must perform all acts, and take all steps necessary to ensure that all intellectual property rights in the Works and Documents are the sole property of the Requesting Party, and that neither Providing Party nor its employees, agents or contractors retain any interest in and to the Works and Documents. 15. Affirmative Action The State intends to carry out its responsibility for requiring affirmative action by its Contractors, pursuant to Minn. Stat. §363A.36. Pursuant to that Statute, the Local Government is encouraged to prepare and implement an affirmative action plan for the employment of minority persons, women, and the qualified disabled, and submit such plan to the Commissioner of the Minnesota Department of Human Rights. In addition, when the Local Government lets a contract for the performance of work under a work order issued pursuant to this MPC, it must include the following in the bid or proposal solicitation and any contracts awarded as a result thereof: 15.1. Covered Contracts and Contractors. If the Contract exceeds $100,000 and the Contractor employed more than 40 full-time employees on a single working day during the previous 12 months in Minnesota or in the state where it has its principle place of business, then the Contractor must comply with the requirements of Minn. Stat. § 363A.36 and Minn. R. Parts 5000.3400-5000.3600. A Contractor covered by Minn. Stat. § 363A.36 because it employed more than 40 full-time employees in another state and does not have a certificate of compliance, must certify that it is in compliance with federal affirmative action requirements. 15.2. Minn. Stat § 363A.36. Minn. Stat. § 363A.36 requires the Contractor to have an affirmative action plan for the employment of minority persons, women, and qualified disabled individuals approved by the Minnesota Commissioner of Human Rights ("Commissioner") as indicated by a certificate of compliance. The law addresses suspension or revocation of a certificate of compliance and contract consequences in that event. A contract awarded without a certificate of compliance may be voided. 15.3. Minn. R. Parts 5000.3400-5000.3600. Page 9 of 13 CM Master Partnership Contract (CM Rev. 04/10/2017) MnDOT Contract Number: 1028141 15.3.1. General. Minn. R. Parts 5000.3400-5000.3600 implement Minn. Stat. § 363A.36. These rules include, but are not limited to, criteria for contents, approval, and implementation of affirmative action plans; procedures for issuing certificates of compliance and criteria for determining a contractor's compliance status; procedures for addressing deficiencies, sanctions, and notice and hearing; annual compliance reports; procedures for compliance review; and contract consequences for non-compliance. The specific criteria for approval or rejection of an affirmative action plan are contained in various provisions of Minn. R. Parts 5000.3400-5000.3600 including, but not limited to, parts 5000.3420-5000.3500 and 5000.3552-5000.3559. 15.3.2. Disabled Workers. The Contractor must comply with the following affirmative action requirements for disabled workers: 15.3.2.1. The Contractor must not discriminate against any employee or applicant for employment because of physical or mental disability in regard to any position for which the employee or applicant for employment is qualified. The Contractor agrees to take affirmative action to employ, advance in employment, and otherwise treat qualified disabled persons without discrimination based upon their physical or mental disability in all employment practices such as the following: employment, upgrading, demotion or transfer, recruitment, advertising, layoff or termination, rates of pay or other forms of compensation, and selection for training, including apprenticeship. 15.3.2.2. The Contractor agrees to comply with the rules and relevant orders of the Minnesota Department of Human Rights issued pursuant to the Minnesota Human Rights Act. 15.3.2.3. In the event of the Contractor's noncompliance with the requirements of this clause, actions for noncompliance may be taken in accordance with Minn. Stat. Section 363A.36, and the rules and relevant orders of the Minnesota Department of Human Rights issued pursuant to the Minnesota Human Rights Act. 15.3.2.4. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices in a form to be prescribed by the commissioner of the Minnesota Department of Human Rights. Such notices must state the Contractor's obligation under the law to take affirmative action to employ and advance in employment qualified disabled employees and applicants for employment, and the rights of applicants and employees. 15.3.2.5. The Contractor must notify each labor union or representative of workers with which it has a collective bargaining agreement or other contract understanding, that the Contractor is bound by the terms of Minn. Stat. Section 363A.36, of the Minnesota Human Rights Act and is committed to take affirmative action to employ and advance in employment physically and mentally disabled persons. 15.3.3. Consequences. The consequences for the Contractor's failure to implement its affirmative action plan or make a good faith effort to do so include, but are not limited to, suspension or revocation of a certificate of compliance by the Commissioner, refusal by the Commissioner to approve subsequent plans, and termination of all or part of this contract by the Commissioner or the State. 15.3.4. Certification. The Contractor hereby certifies that it is in compliance with the requirements of Minn. Stat. § 363A.36 and Minn. R. Parts 5000.3400-5000.3600 and is aware of the consequences for noncompliance. 16. Workers' Compensation Each party will be responsible for its own employees for any workers compensation claims. This MPC, and any work order contracts issued hereunder, are not intended to constitute an interchange of government employees under Minn. Stat. § 15.53. To the extent that this MPC, or any work order issued hereunder, is determined to be Page 10 of 13 CM Master Partnership Contract (CM Rev. 04/10/2017) MnDOT Contract Number: 1028141 subject to Minn. Stat. § 15.53, such statute will control to the extent of any conflict between the contract and the statute. 17. Publicity 17.1. Publicity. Any publicity regarding the subject matter of a work order contract where the State is the Requesting Party must identify the State as the sponsoring agency and must not be released without prior written approval from the State's Authorized Representative. For purposes of this provision, publicity includes notices, informational pamphlets, press releases, research, reports, signs, and similar public notices prepared by or for the Local Government individually or jointly with others, or any subcontractors, with respect to the program, publications, or services provided resulting from a work order contract. 17.2. Data Practices Act. Section 17.1 is not intended to override the Local Government's responsibilities under the Minnesota Government Data Practices Act. 18. Governing Law, Jurisdiction, and Venue Minnesota law, without regard to its choice -of -law provisions, governs this master contract and all work order contracts. Venue for all legal proceedings out of this master contract or any work order contracts, or the breach of any such contracts, must be in the appropriate state or federal court with competent jurisdiction in Ramsey County, Minnesota. 19. Prompt Payment; Payment to Subcontractors The parties must make prompt payment of their obligations in accordance with applicable law. As required by Minn. Stat. § 16A.1245, when the Local Government lets a contract for work pursuant to any work order, the Local Government must require its contractor to pay all subcontractors, less any retainage, within 10 calendar days of the prime contractor's receipt of payment from the Local Government for undisputed services provided by the subcontractor(s) and must pay interest at the rate of one and one-half percent per month or any part of a month to the subcontractor(s) on any undisputed amount not paid on time to the subcontractor(s). 20. Minn. Stat. § 181.59. The Local Government will comply with the provisions of Minn. Stat. § 181.59 which requires: Every contract for or on behalf of the state of Minnesota, or any county, city, town, township, school, school district, or any other district in the state, for materials, supplies, or construction shall contain provisions by which the Contractor agrees: (1) That, in the hiring of common or skilled labor for the performance of any work under any contract, or any subcontract, no contractor, material supplier, or vendor, shall, by reason of race, creed, or color, discriminate against the person or persons who are citizens of the United States or resident aliens who are qualified and available to perform the work to which the employment relates; (2) That no contractor, material supplier, or vendor, shall, in any manner, discriminate against, or intimidate, or prevent the employment of any person or persons identified in clause (1) of this section, or on being hired, prevent, or conspire to prevent, the person or persons from the performance of work under any contract on account of race, creed, or color; (3) That a violation of this section is a misdemeanor; and (4) That this contract may be canceled or terminated by the state. county, city, town, school board, or any other person authorized to grant the contracts for employment, and all money due, or to become due under the contract, may be forfeited for a second or any subsequent violation of the terms or conditions of this contract. 21. Termination; Suspension 21.1. Termination by the State for Convenience. The State or commissioner of Administration may cancel this MPC and any work order contracts at any time, with or without cause, upon 30 days written notice to the Local Government. Upon termination, the Local Government and the State will be entitled to payment, determined on a pro rata basis, for services satisfactorily performed. 21.2. Termination by the Local Governmentfor Convenience. The Local Government may cancel this MPC and any work order contracts at any time, with or without cause, upon 30 days written notice to the State. Page 11 of 13 CM Master Partnership Contract (CM Rev. 04/10/2017) MnDOT Contract Number: 1028141 Upon termination, the Local Government and the State will be entitled to payment, determined on a pro rata basis, for services satisfactorily performed. 21.3. Termination for Insufficient Funding. The State may immediately terminate or suspend this MPC and any work order contract if it does not obtain funding from the Minnesota legislature or other funding source; or if funding cannot be continued at a level sufficient to allow for the payment of the services covered here. Termination or suspension must be by written or fax notice to the Local Government. The State is not obligated to pay for any services that are provided after notice and effective date of termination or suspension. However, the Local Government will be entitled to payment, determined on a pro rata basis, for services satisfactorily performed to the extent that funds are available. The State will not be assessed any penalty if the master contract or work order is terminated because of the decision of the Minnesota legislature or other funding source, not to appropriate funds. The State must provide the Local Government notice of the lack of funding within a reasonable time of the State's receiving that notice. 22. Data Disclosure Under Minn. Stat. §270C.65, subd. 3, and other applicable law, the Local Government consents to disclosure of its federal employer tax identification number, and/or Minnesota tax identification number, already provided to the State, to federal and state tax agencies and state personnel involved in the payment of state obligations. These identification numbers may be used in the enforcement of federal and state tax laws which could result in action requiring the Local Government to file state tax returns and pay delinquent state tax liabilities, if any. 23. Defense of Claims and Lawsuits If any lawsuit or claim is filed by a third party (including but not limited to the Local Government's contractors and subcontractors), arising out of trunk highway work performed pursuant to a valid work order issued under this MPC, the Local Government will, at the discretion of and upon the request of the State, tender the defense of such claims to the State or allow the State to participate in the defense of such claims. The Local Government will, however, be solely responsible for defending any lawsuit or claim, or any portion thereof, when the claim or cause of action asserted is based on its own acts or omissions in performing or supervising the work. The Local Government will not purport to represent the State in any litigation, settlement, or alternative dispute resolution process. The State will not be responsible for any judgment entered against the Local Government, and will not be bound by the terms of any settlement entered into by the Local Government except with the written approval of the Attorney General and the Commissioner of Transportation and pursuant to applicable law. 24. Additional Provisions [The balance of this page has intentionally been left blank — signature page follows] Page 12 of 13 CM Master Partnership Contract (CM Rev. 04/10/2017) LOCAL GOVERNMENT The Local Government certifies that the appropriate person(s) have executed the contract on behalf of the Local Government as required by applicable ordinance, resolution, or charter provision. By: Title: Date: By: Title Date: CM Master Partnership Contract (CM Rev. 04/10/2017) I: MnDOT Contract Number: 1028141 COMMISSIONER OF TRANSPORTATION (with delegated authority) Title Assistant Commissioner or Assistant Division Director Date: Date: Page 13 of 13 COMMISSIONER OF ADMINISTRATION As delegated to Materials Management Division o •-o b y ai b on o 3 a o _ a d U Q Q y a' o `o to r. k to ° m p^ C m¢ U ck Cd v 'd o } Cd O y O O d U U °' is E cn o on .5 ° w oO a3.. UoUO .dO Ucd iU oer HU tU t d . .°' �oi o y .�o�a+n o0 U Ej a$2 C.) p E cd bO cd 0 0 0 v ° to � U 'A ° o a C40Cd a o 0cd U p cli o U y o U is U x M G 0 3 .0 A o o m 'm cUi O v o ° a 0 0 0> �° b E y� A O -C Ed^ s oC -0U ° �U .mo o d �. o .-o O "C Ny O U ° 03 CD Q L0) o o� y U U b rai O �•,4•' 0" j, O •� O O h tp' U U O N F" v� UO Ncz U ,fiwr O � a o i V] ti vi r-' cOC O >cG O U : oo Yd O !, d U °o m o° N ¢ o a `� d o °�° `U° °' o a. U .� 04 w C4 C U w' O p cd C p W 2, O Ncl, O 6UJ A p p U d n Y C y ty M. T. Ui b a. a 9 ° c'Oi o °o° o. o o -d •b o o CC N a .� w O o,° p w ai > o U s w ° y w CID Q +: *Cd U O H id U O D cd on !; y o° -� o- N cv3 y t, ca o a p o o o C� Q U 3 Q U Q w° y� o a w° w 0 H Q ^ a 0lc� p 0.. .. o�AIT j .o U j w (U o °q ° oo bA Cc)° ° ° v ¢ 0 Cd 0 Cd ° o o•° r� a a i° E a� o t1 E;N U cd Cd w Con CA O � U N N O O N � .--� M O �o M V1 O O 00 N M O •--i N O 7 \O rr M W) kn W) tl- O N O N O Qi A b 4— O N N COD co bA y � �� ca v,' w to U o w ❑ o ow v Y ow � a U E U .gip o m cUi ° o b ° CU oP, p � 'C O U o cn O w "al ° cC b Z b0 cC �� 'V N 'WO r aUi b o C�4, o ccl °; ai ❑ p vi �' 'O +� o bA y O N U C O a+ }" T y 'Ov vi V N N cyd C P. CJ N �•-� -O C U �0, bA 3 F' Vi U N Qn a� n R w0 O T ... 00 U O v cd N P O O •� 0 o U .� y °U a0i r: p .v '� C7 cC bOA 4. O Cl v U U °° :� v CD�, sue, o b y' °�' a, a ° 3 � o m o o, oa u 3 '� o o y' ou �e ai ° m � U v o o o b n a 0 o O ° O o o U y U o y cs si -d ,: u o w U> o -as> U c U +c� on o b y o O o y o .0 °on ° UA o O Cd_to E 10 U H3 iU o U o 1 �abU ch a� „ oo o b C N p 'n cd `n N tF, rn O •�, ��. U. O O Y O N it 4. �, �". O 3 '.�. O yam. a3i G �° °� a3i o o 3 ' G . �+ m li Pr cd -d P� s. rn P, F. Ri vi v cd Py I O F". U •Y O mid U A. y U cOd CL N U cC ti U bq C� Q s cd y _ a, U U N M d• V7 00 O C. W) 00 l� 00 00 a o o Z '+° o b -o U w o d a, v > ° 0) cr o fl on ¢cl i o°o x" a"i -d ° bio •� y 'U OU 4y. U 0. y o N b to to tb z o ( a ° "B ' oo to = ° a a ;ti ^o En v m ° o y a `o o Fa ca ° o ° o o o v _° 3 O 0 a� o on o b Y K o 03 w o o -boy i o- S° o 2 o •� v; w Cd �J N 'O N 75 q p, = N u sue, o O N O a°i p w api O ° o Y o o bq O in CCL O U y Q -U td O bb OcV ia�27i aQ+• ,bfsO3GU/JJ .ci`a��t�ii .°tiG0'�•.' yo �. a`cCi4. a-•q"�O�3 �U �°° '-+ o�Lr" � cC �vo>� �3 � UU O • 'QO in, C4 U �b I°"y (�� a.tea.�(a •w p 4 ' •� O N M 'o , Q I= $ho O Cj UO '' COD o b GN� U cn 'o '.H o ° to o X� �� >� " o � b o 0)d �-.0o a. u o 0 ° 7cd °o aoo 'C � � � � y o o d d ° 0 Q ' [ �• aZ'i U bq U 'O bUD ccz 'd o N �'' c% t .d O . m -0 a) U o o U o p m U N N tUd b 0 rn CT 4 00 o u A.. U cG C a' vi sU.. ba> OUo °c° .° TbD O =3° ° b° kcis °r carn oU° o Do3A aNN°oo o 0o i O In b o �5�� ° U � U U q N sueo ° b o°o d� 0 H b Z w ado a as o ,: 2 o 0 CIS3 m o �o � o cn x U $ a p p U c^Oa $j W Qn U Q a W U U H a O S 4 4 W rA v w 0 M U �o N N O N 14D O1 O\ O N V• [� DD [� O V• N N N N N cJ N N cd 00 •--i •--� N N M �O lD 00 00 00 00 00 00 a,, N N N N N N N N N N N N N O � 'pq U U � � •� � � U � O Cd A •cif 'b w p N N r a p1 Q a o 'un o 0 cd Q 2 y T n-`a, cn Zvi d o 0 30°' 30Ln o4x A y°Z � o w o o 3 3 ,� , 'r.) 0 o aoi 3 °0 gb�v y 3 3 t b ° O a ° caa r o y ° ai co � 3 � Q � r5 � � �b «f _ p a 7j T o o ca s~ d Y Q o � 0.U1 � rn .y' bU a ° 0 a w 0 00 a"i °° o s1 ° b b 0 o s.. U t, N -o ca O [� •, O,' p y '' O � y U V] v N p s: C a�i O v v Pr ¢ y G A O rn A p x ¢ s~ ccp cl ° cd a� ai 3 °� u w ca > -o ti a� .d w PU. Q O T a� c +� F m >.. O C w o .� o ca Cc 00PL4 -0 0 a� U 0 i aoi 0 o o a, .0 p a3 a-. a t• W � '�, � c�i � � •� $ c~`ai � O �'" �O � R+ a' � y � o � os~$ by � •d � o o o> `a CE, U � 0 �5, o� cC13 � op.. •b 0 0 b U N O b U 0 O v N O � � O iUy U o y U ca o a> � rn U U S. ~ p ^U' . p Pr ca U cu L4). .yb 0 N O �a a �, o°'o � o°�n cli cdrn b b b 3 b U w O U L OG "" O 00 M Vt r-I O\ N M M M 110 0 0 O O N N 9 C C 00 00 00 00 O O O O O O O a N N N N M M M M M M Cl) Agenda Number: I.1 CITY OF HUGO PLANNING AND ZONING APPLICATION STAFF REPORT TO: Bryan Bear, City Administrator FROM: Rachel Juba, Planner SUBJECT: Excelsior Group. Easement Vacation Public Hearing DATE: May 1, 2018, for the City Council Meeting of May 7, 2018 1. PROPOSED MOTION: Move approval of the attached notice vacating the drainage and utility easements located 2. DESCRIPTION OF REQUEST: The applicant is requesting a vacation of the existing drainage and utility easement located over Outlot A, Adelaide Landing. Outlot A will be used for the development of Adelaide Landing 2nd Addition. New drainage and utility easements will be placed on the lots at the time the final plat is recorded. Staff is comfortable with the applicants requests to vacate the drainage and utility easements. 3. RECOMMENDATION: Staff recommends that the City Council approve the notice to vacate the drainage and utility easement located over Outlot A, Adelaide Landing. Attachments: 1. Notice vacating drainage and utility easement 2. Location Map NOTICE OF COMPLETION OF VACATION PROCEEDINGS FOR THE VACATION OF A DRAINAGE AND UTILITY EASEMENT OVER OUTLOT A, ADELAIDE LANDING PLEASE TAKE NOTICE that the City Council for the City of Hugo has, on the 7' day of May, 2018, completed the proceedings for the vacation of the Drainage and Utility Easement on property legally described as follows: Outlot A, Adelaide Landing, Washington County, Minnesota. Dated this 7ch day of May, 2018. Bryan Bear, City Administrator STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this day of _, 2018, before me, a Notary Public, personally appeared BRYAN BEAR, City Administrator of the City of Hugo, a Minnesota municipality within the State of Minnesota, and that said instrument was signed on behalf of the City of Hugo by the authority of the City Council of the City of Hugo, and BRYAN BEAR, City Administrator, acknowledge said instrument to be the free act and deed of said City of Hugo. Notary Public This Instrument was drafted by: City of Hugo 14669 Fitzgerald Ave N Hugo, MN 55038 i W I ?1, G �\\ i •+ M d� LU s� N .o salt V � ova by ��� a .. A 0 " N t « b w a_ IU` O u N n m m � A A w I � b I I o � R U b b � tiiti \ r I r 4J o AY$I O o l� M • � b w b ti HJYONAYM HlOC4 w O n � O y Z�V 9�q 98 Agenda Number: K.1 CITY OF HUGO PLANNING AND ZONING APPLICATION STAFF REPORT TO: Bryan Bear, City Administrator FROM: Rachel Juba, Planner SUBJECT: Schwieters Expansion. Final Plat, Text Amendment, Site Plan, and Conditional Use Permits, for a campus development with exterior storage located at 13676 Fenway Boulevard North. DATE: May 2, 2018, for the City Council Meeting of May 7, 2018 ZONING: Business Park (BP) 60-DAY REVIEW DEADLINE: Site Plan — June 9, 2018 (60-days) CUP's — July 11, 2018 (120-days) 1. PLANNING COMMISSION MEETING UPDATE: At its April 26, 2018, meeting the Planning Commission held a public hearing and considered the request. There were two residents that spoke at the public hearing. They had concerns about additional traffic on 10h Street, lighting, and the noise that could come from the new buildings. The applicant talked about the expansion having 50 employees on each shift and the truck traffic that will be associated with the business. Staff explained that the lighting will need to meet ordinance standards and staff will continue to work with the applicant on the plan. The Planning Commission asked questions about screening of the exterior storage and location of large scrap containers and recommended adding more evergreen trees. The Commission also asked about cross traffic between the businesses. The applicant stated that they will revise the landscape plan to ensure screening and the large containers will be west of the large manifesting building. The applicant also stated that there will be little cross traffic, but they will receive the raw lumber material by rail and will need to cross Fenway Boulevard. The Planning Commission agreed that the plans were generally good. The Commission unanimously recommended approval of the site plan, CUP, and text amendment. 2. DESCRIPTION OF REQUEST: The applicant is requesting approval of a final plat that would have one lot and an outlot. The staff has been discussing with the applicant the possibility of the outlot, west of the development Schwieters Final Plat, Text Amendment, Site Plan and CUP's Page 2 site, to be donated to the City to connect to Clearwater Creek Preserve park to the west. The final plat meets the preliminary plat and lot requirements in the zoning district. The property totals approximately 30 acres with 11 acres of wetland throughout the site. The property is zoned Business Park (BP) and is guided as Business Park (BP) in 2030 Comprehensive Plan. The applicant is also requesting approval of a site plan for a 144,000 square foot manufacturing/warehouse building with associated parking and exterior storage. The applicant is also requesting a conditional use permit (CUP) for the exterior storage and for a campus development to allow multiple buildings on one parcel. The applicant is showing future phases on the site plan that include additional buildings. The first phase of the development would be the 144,000 square foot manufacturing/warehouse building. The office space and parking lot would be on the east side of the building. The raw lumber materials would be stored north of the building, and finished product (floor panels and roof trusses) would be stored on the south side of the building. Phase 2 consists of a proposed 45,000 square foot warehouse building located in the northwest corner of the site. Phase 3 consists of two proposed office/warehouse buildings, one 12,000 square feet and one 15,000 square feet, located along the eastern portion of the site. The applicant is only requesting site plan approval for the first phase which includes the 144,000 square foot manufacturing/warehouse building. Each new building will be required to formally apply for site plan approval for consideration by the Planning Commission and City Council. A zoning text amendment is required to allow raw lumber material to be stored outdoors. 3. CONTEXT: A. Surrounding Land Use and Zoning The properties to the north are zoned Planned Unit Development (PUD) and are occupied by townhome developments. The properties to the east are zoned General Industrial (I-3) and are occupied by industrial businesses. The property to the south is zoned Business Park (BP) and is occupied by the Xcel Energy Training Center. The property to the west is zoned Large Lot Single Family Residential (R-1) and is occupied by the City owned Clearwater Creek Preserve park. B. Existing Site Characteristics The property consists of farmland, woods, and wetlands. The wetlands are located within the wooded areas and two wetland basins are located in the center of the site. 4. BACKGROUND: It is January 8, 2018, meeting the City Council reviewed and commented on a sketch plan for this development. The development that is proposed with these applications is very similar to what the City Council reviewed. During the sketch plan review the City Council had questions on the phasing and wanted to ensure the exterior storage was adequately screened from view. There were comments from Councilmembers that the plan was generally good. Schwieters Final Plat, Text Amendment, Site Plan and CUP's Page 3 The applicant is proposing to manufacture floor panels and roof trusses to complement their existing business in the Bald Eagle Industrial Park. The manufacturing of these products includes exterior storage of raw lumber materials and the finished product. The raw lumber materials would be stored in a combination of outdoors and within the manufacturing/warehouse building and later in the future a warehouse/cold storage building on the north side of the property. The products would be built within the manufacturing building and then stored outdoors on the south side of the building until processed for shipment and sent out on trucks. The raw lumber materials would be delivered by trucks and rail. This expansion of the business on the site would provide the applicant an ideal layout to manufacture the new products and to grow the business. 5. ANALYSIS: A. Level of City Discretion in Decision -Making The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with the Comprehensive Plan and Zoning Ordinance requirements. If it meets these standards, the City must then approve the site plan. The City's discretion in approving or denying a conditional use permit is limited to whether or not the proposed application meets the standards outlined in the City's Comprehensive Land Use Regulations. If it meets these standards, the City must then approve the conditional use permit. B. Zoning Ordinance Text Amendment Exterior Storage is allowed in the Business Park (BP) zoning district with a conditional use permit (CUP), however raw materials are excluded from the items that are allowed to be stored. It is in staff s opinion that the intent was to exclude raw materials that would have an impact on the environment or nearby property. The applicant is proposing to store raw lumber material for the floor panel and roof truss manufacturing, therefore a text amendment to the City Code is required. The text amendment was written to only allow raw materials to be store outside if they do not have an impact on the environment or nearby property. Below is the text "red -lined" with the revisions: Exterior storage, o.,,,',,ding ,.aw tefi is provided the storage area is completely screened from public rights -of -way and residentially zoned property by an intervening building, berm, solid - wall wood fence, or landscape plantings. The screening shall be to a minimum height of six feet or a height sufficient to screen the outside storage. Raw materials will only be allowed provided the material does not produce noxious fumes, obnoxious products, byproducts or wastes, or creates other objectionable impact on the environment or on nearby property. The Ordinance Review Committee (ORC) reviewed the text amendment and recommended approval to the Planning Commission. Schwieters Final Plat, Text Amendment, Site Plan and CUP's Page 4 C. Site Plan The application complies with the ordinance standards as follows: Building Setbacks The BP zoning district requires a 30-foot front and rear yard setback and a side yard setback equal to the height of the building, in no case less than 10 feet. The site plan complies with the setback requirements. Building Height The BP zoning district has a maximum building height of 50 feet. The building height will be approximately 30 feet. The site plan complies with the height requirements. Building Coverage and Lot Coverage The ordinance limits lot area to be covered by a building to 40% and lot area to be covered by impervious surface to 80%. The site plan complies with the coverage requirements. Landscaping Section 90-181 of the Zoning Ordinance provides landscaping requirements for industrial development. The site plan includes tree and shrub locations and species. The ordinance provides two ways of calculating the required amount of trees and shrubs. One based on the square footage of the building and one based on the perimeter of the site, whichever is greater. In this case staff used the perimeter of the site. In order to meet the landscape requirements, 72 overstory deciduous trees, 72 coniferous trees, 72 ornamental trees, and 480 shrubs are required to be installed. If the trees are installed, this would meet the ordinance requirement for the entire campus development. The applicant is proposing 58 overstory deciduous trees, 46 coniferous trees, 8 ornamental trees, 497 shrubs, and 114 perennials/grasses. The applicant has stated that they would like to use some existing trees to count towards the landscape requirements. Staff has not received information on how this would be applied to the site or if any substitutions are required for type of trees. Staff is comfortable with counting the existing trees and landscape planting substitutions, provided it meets the intent of the landscape ordinance. The full build out includes buildings in locations that will help screen the exterior storage. The applicant is showing shrubs to be used to screen the exterior storage temporarily until the buildings are constructed. Staff included a condition in the attached resolution that required the applicant to submit a revised landscape plan to replace the shrubs, which are proposed to screen the exterior storage, with coniferous (evergreen) trees. Staff included a condition in the attached resolution that requires the applicant to submit a revised landscape plan demonstrating compliance with the City's landscape ordinance or provide Schwieters Final Plat, Text Amendment, Site Plan and CUP's Page 5 a plan with information that outlines the number of existing trees to be counted and any planting substitutions proposed. Lighting The ordinance requires lighting to consist of cut-off fixtures and for light cast on adjacent property and roads not to exceed '/2 foot candle measured at the property line or 1 foot candle measured at the street's centerline. The ordinance also required the light fixtures, whether pole mounted or wall mounted to be cut-off fixtures. The applicant is proposing LED lights for both the pole and wall mounted fixtures. The applicant will be required to provide the cut -sheet for both the pole mounted and wall lights for staff review and approval prior to installation. The lighting plan does not meet the ordinance standards along the south property line. The number of pole lights could be reduced to meet the ordinance standards. Staff will continue to work with the applicant on the number of pole lights and meeting the lighting ordinance. Fencing and Screening Exterior storage is allowed provided the storage area is screened from public rights -of -way and residentially zoned property by an intervening building, berm, solid -wall, wood fence, or landscape plantings. The screening shall be to a minimum height of six feet or a height sufficient to screen the outside storage. All exterior storage areas are required to be stored on pavement. The applicant is proposing an exterior storage area for the manufacturing operations. The area is located on the north and south sides of the manufacturing/warehousing building. The area to the north would contain the raw lumber materials. The area to the south will be the finished floor panels and roof trusses. Some of the area will be screened by the existing wooded area along the west property line. The applicant is proposing a combination of fencing and landscaping, including a four foot berm, to screen the area from the surrounding properties. The exterior storage is located approximately 300 feet from the residential properties to the north. The applicant has done a good job of providing screening and significant buffer from the residential properties. The applicant is proposing a chain link fence around the exterior storage. The fencing details will be reviewed and approved by staff prior to installation. In Phase 2 and 3 the buildings will also provide screening from the north and east property line. It's in staff s opinion that the applicant has done a good job screening this area with a combination of the wooded area, berm/landscaping, and location of the future buildings, but recommends additional coniferous tree to be planted for screening prior to the future buildings being constructed. The applicant is proposing ground mechanical equipment for air conditioning in the office areas. The ground equipment is proposed to be screened with landscaping. The applicant is showing a two foot raised parapet wall from the roof line of the building. The applicant has stated that no roof top mechanical equipment will be installed. Staff recommends the applicant raise the parapet another two feet to screen any future roof top mechanical equipment. All roof top mechanical equipment shall be adequately screened from view. The applicant has shown an area for a small trash enclosure. Staff recommends that the trash enclosure be integrated into the building or screened with materials consistent with the building Schwieters Final Plat, Text Amendment, Site Plan and CUP's Page 6 materials. The applicant has indicated that there will be large containers for wood scraps from the production. Staff will continue to work with the applicant the location of these containers and required screening. Staff recommends the containers be on the west side of the building. Streets and Access The site has access from Fenway Boulevard North. The applicant is proposing two entrances into the site. Staff is comfortable with the access to the site. The 2030 Comprehensive Plan shows 140th Street as a future road. The applicant has contributed money to the City for their share for the future construction of the 140th Street. This was completed with the Roy Molitor Addition final plat application approval. When 140th Street is constructed, the applicant will be able to connect to it with a driveway. A driveway permit would be required. At this time, the applicant is not proposing to connect to 140th Street. Parking According to the Section 90-253 PARKING, based on the use and the size of the building 215 parking stalls are required by ordinance. The applicant is proposing 127 parking stalls for the site, with 73 proposed for deferred parking (proof -of -parking). The deferred parking is located south of the manufacturing/warehouse building. The applicant is short 15 parking spaces. There seems to be plenty of area on the site to accommodate additional parking. The code also allows for deferred parking to be built when deemed necessary by the City. Staff will continue to work with the applicant on the number of parking spaces. The applicant has stated that there will be approximately 50 employees on each shift. The shift overlap would require about 100 parking spaces. The number of parking spaces required by the ordinance is more than the number of parking spaces the business would need for employee parking. The parking for the future phases has not been fully evaluated since for each phase the applicant will be required to formally apply for site plan approval for consideration by the Planning Commission and City Council. The applicant has stated and proposed with the phasing plan, that there will be shared parking on the property for all of the buildings. The shared parking will be evaluated at for each phase to ensure there will be adequate parking for each use. Trails There is a City trail along Fenway Boulevard North. The applicant is not proposing any sidewalks or trails with this development, but will restore the areas were the access to the site crosses the trail. Schwieters Final Plat, Text Amendment, Site Plan and CUP's Page 7 Building Architecture In August 2011, the City Council adopted the Commercial and Industrial Design Guidelines. The guidelines allow flexibility on four-sided architecture for industrial buildings. The design of the building meets the intent of the guidelines. The building material for the manufacturing/warehouse building consists of integrally colored precast tip -up concrete panels, with a horizontal design for an architectural feature. The intent is to ensure the building is constructed of quality materials that require minimum maintenance. The applicant has provided elevations that show coloration and patterning in design of the concrete panels. The concrete is proposed to be a light brown earth tone. The front has significant glass and the entrance is clearly defined. There are windows on all sides of the building. The applicant is proposing a wood trellis canopy along the front of the building creating a covered space for employee breaks. The exterior doors and overhead doors are proposed to be brown and compliment the exterior color. Staff will work with the applicant on the proposed location, color, and size of the numbers on the overhead doors. The applicant has not provided material samples, but staff will continue to work with the applicant on the materials and color choices to ensure compatibility. The applicant has not provided elevations for the proposed warehouse building or two office buildings. As a campus development building architecture, materials, and colors for all buildings should be compatible. This will be a condition of approval for the campus development CUP. Signage The applicant is not proposing any signage at this time but, does show a sign at the building entrance. Prior to the installation of any signs, the applicant shall obtain a sign permit. Drainage/Grading The applicant is proposing to utilize ponds and infiltration basins and to meet the stormwater management requirements. Treated stormwater is discharged into the wetland complex to the west as well as the storm sewer system along the east side of Fenway Avenue. The stromwater management is designed to accommodate Phase 1 as well as future phases. The plan generally meets the stormwater requirements, however, staff will continue to work on the technical details of the stormwater management design. At this time, the applicant is not proposing stormwater reuse. There is not enough green space on the property to gain infiltration credits to meet the stormwater management requirements. Utilities City water service is available via an existing service stub adjacent to the site. Applicable trunk and connection fees will apply. Sanitary sewer service is available to the site via the existing Met Council interceptor located on the east side of Fenway Boulevard, however, there is difficultly in providing service to the site Schwieters Final Plat, Text Amendment, Site Plan and CUP's Page 8 because of the sewer elevation and the existing storm sewer creates a conflict. There is another service to the north in a different sewer district. The site can connect the sewer district by connecting a sewer pipe to the existing lift station along 140th Street. The lift station is adequately sized; however the pumps will be required to be upsized to maintain capacity for the remaining areas in the sewer district. The applicant will be responsible for the upsizing of the lift station pumps in the amount of $15,000. This is a cost-effective solution as the applicant would otherwise need to install their own lift station on site. The sanitary sewer that extends south from 140th Street along the west side of Fenway Avenue will be in a 45-foot public drainage and utility easement. The main will be publicly owned and maintained by the City of Hugo. Individual services extended from this main will be the responsibility of the owner. Applicable trunk, City connection, and Met Council connection fees will apply. Wetlands There are two existing wetland basins located in the center of the site. There are also wetlands throughout the wooded area to the west. The Technical Evaluation Panel (TEP) approved wetland delineation for the property. The applicant is proposed to impact the wetlands in the center of the site. The applicant has a wetland replacement plan approved by the TEP for the impacts. The applicant is proposing to purchase wetland banking credits for the impacts to the wetlands. The applicant will need to apply for a "no -loss" determination to the temporary impacts to the wetland in the northwest portion of the site for construction of the proposed stromwater management area. Park Dedication Park Dedication is not required for commercial and industrial developments. Clearwater Creek Preserve park is adjacent to this parcel on the west side. Staff has discussed with the applicant possible donation of a portion of the property to be connected to the existing park. D. Conditional Use Permits Exterior Storage The applicant is proposing outdoor storage area. The Business Park (BP) zoning district allows exterior storage with an approved conditional use permit. The City Council must review the application for a conditional use permit with the standards listed in Section 90-37 of the City Code. Staff used these standards to review the application and found that the request meets the applicable standards as follows: (1) The proposed use is permissible by law. The use is permissible by law. Schwieters Final Plat, Text Amendment, Site Plan and CUP's Page 9 (2) The proposed use is in keeping with the spirit and intent of this chapter. The spirit and intent of the ordinance is to allow exterior storage, as long as it's adequately screened from view of adjacent properties. The applicant is proposing to screen the exterior storage areas. Staff is comfortable with the proposed location of the outdoor storage area. Additional landscaping may be required to screen the locations on the east side of the property. (3) The proposed use is compatible with the city's comprehensive plan, and the character of the surrounding area. The comprehensive plan identifies this property as Business Park (BP). There are residential properties to the north of the building. The character of the area is for the most part industrial. There are buffers of woodland and proposed landscaping between the site and the residential uses. There will be other business park uses that will be developed to the south of the proposed site. It's in staff s opinion that the proposed use is compatible with the character of the area. (4) The proposed use has adequate drainage, water supply, electrical, gas, and sewage treatment facilities. The property has adequate utilities available to the site. (S) The proposed use has adequate road access, and does not reduce the safety or capacity of the public road system. Road access shall be no lower than the regional flood elevation. The site has adequate access to Fenway Boulevard and will not generate traffic that will reduce the safety of public roads. (6) The technical evaluation of the floodplain, if required, accurately represents the conditions and boundaries of the floodplain area, as well as correctly represents the proposed use's impact on the floodplain. The property is not located within a floodplain. (7) The proposed use may not create a danger that materials may be swept onto other lands, or downstream to the injury of others, or block bridges, culverts, or other hydraulic structures. The proposed use will not have materials swept downstream. (8) The proposed use will not damage or reduce the benefits the public receives from public waters. The site is not located adjacent to public waters. Schwieters Final Plat, Text Amendment, Site Plan and CUP's Page 10 (9) If located in the shoreland overlay district, the waterbody will be able to safely accommodate the number, type, and uses of the watercraft the project will generate. The property is not located within the shoreland overlay district and does not involve watercrafts. (10) If located in the shoreland overlay district, all structures and facilities are screened from view from public waters. The property is not located within the shoreland overlay district. (11) If the permit is to approve a wetlands replacement plan, the plan is in conformance with the rules of the state board of soil and water resources for such plans. A wetland replacement plan has been reviewed and approved by the Technical Evaluation Panel (TEP) (12) The applicant or operator shall obtain all necessary state and local permits for the conditional use. The applicant shall be responsible for all necessary state and local permits. (13) The proposed use is adequately buffered and screened from noncompatible land uses and public rights -of -way. The outdoor storage area is has woodlands on the west side. The applicant is proposing landscaping that will adequately screen the area from the north and east sides. Staff is comfortable with the location and the proposed screening methods, subject to the conditions listed in the draft resolutions. Campus Development The term "campus development" means two or more principal buildings on any lot or parcel. All campus developments shall be constructed under a master plan prepared by a professional, registered, architect, and approved as a provision of the conditional use permit for the site. The applicant is requesting approval of a campus development to allow multiple buildings on the property. As noted above, the applicant is only requesting site plan approval for Phase 1 for the manufacturing/warehousing building. The applicant has provided options for how the property could develop in three phases. In the review of the CUP for a campus development the City Council is simply providing a recommendation on the suitability of the site layout for additional buildings. The applicant would be required to come back before the City Council with a formal site plan application prior to construction of the buildings. Approval of the campus development would give the applicant assurance that the additional buildings would be allowed subject to site plan approval and provided the buildings are consistent with the campus development CUP. In the absence of the campus development, the applicant would only be able to construct one building on the property. Schwieters Final Plat, Text Amendment, Site Plan and CUP's Page 11 The future buildings in the campus development would receive access from Fenway Boulevard North. An additional access driveway is proposed for the office/warehouse building on the north side of the property. Campus developments or multiple buildings on a single lot are common in industrial and business parks. This type of development allows for the efficient use of the property by allowing shared access, parking, circulation, and stormwater management. The City Council must review the application for a conditional use permit with the standards listed in Section 90-37 of the City Code. Staff used these standards to review the application and found that the request meets the applicable standards as follows: (1) The proposed use is permissible by law. Campus developments are allowed in the Business Park (BP) zoning district with a CUP. The use is permissible by law. (2) The proposed use is in keeping with the spirit and intent of this chapter. The proposed use is consistent with the Business Park (BP) zoning of the property. (3) The proposed use is compatible with the city's comprehensive plan, and the character of the surrounding area. The proposed campus development would be compatible with the City's Comprehensive Plan and the character of the area. The campus development allows for a more efficient use of the property with shared access, parking, circulation, and stormwater management. (4) The proposed use has adequate drainage, water supply, electrical, gas, and sewage treatment facilities. The site has adequate facilities to serve the campus development, including shared stormwater management and access to municipal sewer and water. (5) The proposed use has adequate road access, and does not reduce the safety or capacity of the public road system. Road access shall be no lower than the regional flood elevation. The site has adequate access to Fenway Boulevard and will not generate traffic that will reduce the safety of public roads. (6) The technical evaluation of the floodplain, if required, accurately represents the conditions and boundaries of the floodplain area, as well as correctly represents the proposed use's impact on the floodplain. The property is not located within a floodplain. Schwieters Final Plat, Text Amendment, Site Plan and CUP's Page 12 (7) The proposed use may not create a danger that materials may be swept onto other lands, or downstream to the injury of others, or block bridges, culverts, or other hydraulic structures. The proposed use will not have materials swept downstream. (8) The proposed use will not damage or reduce the benefits the public receives from public waters. The site is not located adjacent to public waters. (9) If located in the shoreland overlay district, the waterbody will be able to safely accommodate the number, type, and uses of the watercraft the project will generate. The property is not located within the shoreland overlay district and does not involve watercrafts. (10) If located in the shoreland overlay district, all structures and facilities are screened from view from public waters. The property is not located within the shoreland overlay district. (11) If the permit is to approve a wetlands replacement plan, the plan is in conformance with the rules of the state board of soil and water resources for such plans. A wetland replacement plan has been reviewed and approved by the Technical Evaluation Panel (TEP). (12) The applicant or operator shall obtain all necessary state and local permits for the conditional use. The applicant shall be responsible for all necessary state and local permits. (13) The proposed use is adequately buffered and screened from noncompatible land uses and public rights -of -way. The outdoor storage area is has woodlands on the west side. The applicant is proposing landscaping that will adequately screen the area from the north and east sides. Staff is comfortable with the location and the proposed screening methods, subject to the conditions listed in the draft resolutions. 6. CONCLUSION: Staff finds that the proposal meets all the requirements necessary for the City to approve the final plat, text amendment, site plan, and conditional use permits, as outlined in the City Code and zoning regulations, if the appropriate conditions are met in the attached resolutions and conditional use permits. Schwieters Final Plat, Text Amendment, Site Plan and CUP's Page 13 7. STAFF RECOMMENDATION: Staff recommends approval of the final plat, text amendment, site plan, and CUP applications for Schwieters Properties, LLP, for the property located at 13676 Fenway Boulevard North. 8. PLANNING COMMISSION RECOMMENDATION: The Planning Commission agreed that the plans were generally good. The Commission unanimously recommended approval of the text amendment, site plan, and CUP applications. ATTACHMENTS: 1. Location Map 2. Engineers Memo dated April 20, 2018 3. Resolutions: a. Final Plat b. Site Plan c. CUP for Exterior Storage d. CUP for Campus Development 4. Ordinance for Business Park Text Amendment 5. Draft CUP for Exterior Storage 6. Draft CUP for Campus Development 7. Final Plat 8. Site Plan Documents } 11nI;- to w 3 -A [1 1-4 ' 1 M� A Z�L" f� MEN FENW AY 8oU`E\jN OP,Jim /A /A ffYS & Associates, Ine. April 20, 2018 Ms. Rachel Juba City Planner Infrastructure ■ Engineering ■ Planning ■ Construction City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Final Site Plan Review Schwieters Expansion WSB Project No. 011038-000 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 submittal for the above -referenced project. In particular, we have reviewed the following plans related to this particular request: • Schwieters Expansion Project Narrative prepared by AMI Consulting Engineers dated 4/10/2018 • Landscape Plans prepared by AMI Consulting Engineers dated 4/10/2018 • Civil Plans prepared by AMI Consulting Engineers dated 4/10/2018 • Architectural Plans by AMI Consulting Engineers dated 4/10/2018 • Lighting Plan by Mlazgar Associates dated 4/10/2018 Based on the review of the site plan, we offer the following comments related to this application: Final Plat 1. Provide additional drainage and utility easement for the sanitary sewer (45' wide) extending along the eastern property line to a point 15' past the southernmost manhole. Stormwater Management 2. The applicant is proposing to utilize pretreatment ponds, infiltration basins and filtration basins to conform with stormwater management requirements. Treated Stormwater is discharged into the wetland complex to the west as well as the storm sewer system along the east side of Fenway Avenue. 3. Stormwater management is designed to accommodate this initial phase as well as future buildout phases for the site. 4. Required freeboard from groundwater, 100-year high water levels, and emergency overflow elevations with respect to the lowest floor elevation are met. S. IUse R JubalRachellDEVELOPMENTPROJECTSToy Molitor AdditionWoy Molitor 2ndAdditionlOut1otAWog Memo Schwieters Expansion-041918.doc Ms. Rachel Juba April 19, 2018 Page 2 5. City staff is working with the applicant on maintenance agreement requirements for stormwater features that will their responsibility. Wetland 6. Wetland type and boundaries were approved as part of a Notice of Decision submitted on December 29, 2017. 7. There are three existing wetlands on the subject property with impact proposed to Wetland 1 (0.44acres), impact to Wetland 2 (1.14 acres) and no impact proposed to Wetland 3. A wetland replacement plan that purchases wetland banking credits has been approved. 8. The applicant will need to apply for a "no -loss" for the temporary impact of construction for the proposed stormwater facility in the NW corner of the site on wetland 3 (excavation or drainage). Grading, Street, and Utility Plans 9. Sanitary Sewer service was originally proposed to come from the 42" MCES interceptor along the east side of Fenway Avenue as identified in the Comprehensive Sanitary Sewer System Plan. The applicant had difficulty providing sewer service to the proposed site due to the proposed site elevation, existing sewer elevation, and existing storm sewer elevation that creates a conflict. With that said, staff reviewed alternate sewer service options that involve connecting the sanitary sewer to a pipe in a sewer sub district directly north of the proposed site. The sanitary sewer in this location discharges directly into the lift station adjacent to the Fenway Place subdivision. The lift station wet well and sanitary sewer forcemain are adequately sized, however the lift station pumps will need to be upsized to maintain capacity for remaining areas in the sub district for which it was originally designed. The applicant will need to compensate the City of Hugo $15,000 for the upsizing of the lift station pumps. This is a cost-effective solution as the applicant would otherwise need to install their own lift station on site. The sanitary sewer that extends south from 140th Street along the west side of Fenway Avenue will be in a 45-foot public drainage and utility easement. The main will be publicly owned and maintained by the City of Hugo. Individual services extended from this main will be the responsibility of the owner. 10. Watermain Service is available from the 12-inch trunk main along the east side of Fenway Avenue. The applicant will be extending an 8-inch watermain across Fenway Avenue and into the site that will be capable of serving their proposed and future buildings within the site. The Hugo fire department has reviewed the proposed hydrant coverage within the site and feels it meets their requirements. All proposed watermain will be private and be the responsibility of the owner for maintenance. S. IUse R JubalRachellDEVELOPMENTPROJECTSToy Molitor AdditionWoy Molitor 2ndAdditionlOut1otAWog Memo Sch.vieters Expansion-041918.doc Ms. Rachel Juba April 19, 2018 Page 3 11. There are three site access points identified at ultimate buildout. Two align with the existing access points on the east side of Fenway Avenue and the third is located near the southern property line and will be used as the egress point for product leaving the site. The proposed access points meet staff s expectations. The northerly access is not proposed to be constructed with the initial phase. 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 provide comments on this project. If you have any questions, please do not hesitate to contact me at 651-286-8463. Sincerely, WSB & Associates, Inc. Mark Erichson, PE City Engineer cc: Scott Anderson, Public Works Director (email only) Stephanie Hatten, Water Resource Engineer (email only) John Schwieters, Schwieters Properties, LLP (email only) Eli Rupnow, AMI Consulting Engineers (email only) S.IU—e R JubalRachellDEVELOPMENTPROJECTSToy Molitor AdditionWoy Molitor 2ndAdditionlOut1otAWog Memo Sch.vieters Expansion-041918.doc Consulting Engineers P.A. April 10, 2018 Rachel Juba City of Hugo 14669 Fitzgerald Avenue North, Hugo, MN 55038 Re: Schwieters Expansion Project Narrative AMI Project # 171316 Ms. Juba: Summary of Project Need This letter is written in regard to the Schwieters Expansion Project. The Applicant, Schwieters Properties, is a manufacturer of wall components for housing and commercial buildings. The Applicant's goal is to offer developers and builders a turn key framing package. The home building industry is in a labor crisis. The reason many developers and builders can't grow is because building suppliers cannot provide enough onsite framing labor. As a result of this, Schwieters Properties has had to off-load much of its production onto other subcontractors. Additionally, builders face an aging framer population, low career interest from the 18-30-year- old demographic, and high turnover throughout the home construction industry. There are simply not enough carpenters in Minnesota to accommodate the need. Schwieters Properties believes a solution to the labor crisis is to move on -site construction activities onto under -roof manufacturing space. Through cutting edge framing methods, such as floor panelization, Schwieters has been able to shift an additional 33% of labor hours into a manufacturing setting. This yields a total of 50% of new building components hours being built inside a manufacturing facility. In order to maintain and expand this method, the Applicant needs to expand their production capabilities and facilities. Logistical, spatial and transportation reasons have led the Applicant to an undeveloped parcel of land that is available adjacent the current Schwieters Properties facility for the proposed expansion. Response to Initial City Feedback The City provided preliminary feedback based on the submittal package dated March 12, 2018. The Applicant has address the submittal package and revised to address the comments. The relevant attached and revised plan sets provided for review include: • Civil • Landscape • Lighting • Architectural The reports that were provided in initial submittal provided for review include: • Wetland Delineation • Stormwater Management 3640 TALMAGE CIR — SUITE 200 PH: (651) 337-9259 VADNAIS HEIGHTS, MN 55110 FAX: (877) 761-7058 A summary of some of the background data for the project are subsequently outlined. Wetland Impacts On Monday, April 2, 2018, the Hugo City Council approved the Wetland Determination. Three wetland areas were identified during the 2016 wetland delineation. There are no proposed impacts to the large wetland complex (Wetland 3) on the western portion of the Site. Wetlands 1 and 2 are described as shallow marsh wetlands. The proposed wetland impacts consist of approximately the entire Wetland 2 (1.14 acres or 49,800 SF) and 0.44 acres or 19,300 SF of wetland area from Wetland 1. Proposed wetland impacts total 69,100 SF or 1.58 acres. The Applicant is proposing mitigation at a 2:1 ratio through the purchase of 138,200 SF or 3.16 acres of wetland credits from Wetland Bank 1522. Parking The parking counts shown throughout all phases of site plans are based upon an anticipated maximum Schwieters' employee count of 50 persons per shift, with a shift overlap potentially requiring parking accommodations for 100 persons. We have also designed the future phases site plans with the understanding that parking would be shared throughout all facilities on the site (with the necessary cross easements) and that parking count minimums required by Hugo's zoning code be met through areas of deferred parking. Our goal in using deferred parking is to demonstrate the ability of the site to accommodate a potential future change in ownership or use which would require additional parking. The deferred parking shown on the site plans indicate areas that could meet required zoning. For the phases shown, the minimum counts required by Hugo's zoning code represent a number far beyond anything that Schwieters will require. Future buildings are proposed to be office warehouse type usage with minimal staffing. Should the intended use change at the time of the future development, the parking capacity and design would be revised to meet that use. Phasing Phase 1 consists of the 144,000 square foot (136,000 SF footprint) combined manufacturing and storage building, the parking lot to the east of the building, raw material storage north of the building, finished product to the south, as well as all storm features and sanitary and water mains and services. Two connections to Fenway Boulevard are proposed at locations deemed to be aligned with the existing accesses or spaced appropriately. Sanitary, water and storm stubs will be placed during Phase 1 to save costs and limit site impact when Phases 2 and 3 occur. Phase 2 consists of a proposed 45,000 square foot storage building on the NW corner of the site. Phase 3 consists of two proposed office/warehouse combination buildings, one each on the NE and SE corners of the site. Please see architectural plans for details on future site phasing. Plan Set Purposes The goals and purposes of the Architectural and Civil plan sets differ and therefore minor differences in the content of the plans exist. The aim of the Civil design and plan set is to design the stormwater treatment facilities on site to have the capacity to treat the maximum possible SCHWIETERS EXPANSION PROJECT NARRATIVE PAGE 2 OF 3 AMI PROJECT # 171316 impervious area that may be introduced to the site at any time or configuration. Sheet C2.0 shows possible building footprints for all phases of the project, subsequently all areas where secondary development will take place are shown by simply outlining the maximum impervious surface that area may contain. The sizing of the stormwater treatment and pretreatment in this manner allows for no necessary additional stormwater design when the remainder of the campus is constructed. In the Civil plan set, impervious is allocated for a potential connection to the future 140t" St N, even though the anticipated phasing does not project a need for that connection. The storm water design is conservative as it pertains to that aspect of the site. Alternatively, the Architectural phasing plans show the intended phasing of the building and timing of anticipated site improvements. Stormwater Design The Stormwater Management Plan was produced using these maximum impervious areas to allow for no additional stormwater area to be added at the time of developing the remainder of the campus. The stormwater shall be corralled with catch basins which are then routed to one of two pretreatment ponds which pretreat the water before releasing it to the filtration and infiltration basins. Water exists the site to the east through a series of pipes before it reaches the existing catch basin on the west side of Fenway Blvd. Site Design The site is designed to optimize Schwieters manufacturing throughput. The raw materials are to be stored on the north side of the 144,000 square foot building. The finished product will exit the building to the south. Trucks will enter the site from the north entrance and exit on the south. Exhibit 4 in the Civil plan set shows a vehicle tracking truck path. An 8-inch watermain will run north of the building and connect to the 12-inch main on the east side of Fenway Blvd. The main will have an 8-inch service running north and south on the east side of the building to allow for fire protection as well as service for any future building on the south side of the site. Sanitary for the site shall be run north to the existing lift station across the gravel road just to the north. Stubs will be provided to allow for connection to utilities for future building construction with minimal impact to the pavement and other improvements. Conclusion If you have any questions or comments please contact me at (651) 428.7265 or elirupnow@amiengineers.com. Respectfully Submitted, Eli Rupnow, PE, LEED AP Project Engineer SCHWIETERS EXPANSION PROJECT NARRATIVE PAGE 3 OF 3 AMI PROJECT # 171316 RESOLUTION 2018 APPROVING A FINAL PLAT FOR SCHWIETERS PROPERTIES LLP, FOR "ROY MOLITOR 3rd ADDITION" LOCATED SOUTH OF 140TH STREET AND WEST OF FENWAY BOULEVARD NORTH WHEREAS, Schwieters Properties, LLP, has requested approval of a final plat to plat 1 lot and 1 outlots to be known as "Roy Molitor 3rd Addition" located south of 1401h Street and west of Fenway Boulevard and is legally described as follows: Outlots A, Roy Molitor 2nd Addition NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the final plat to Schwieters Properties, LLP, for "Roy Molitor 3rd Addition" subject to the following conditions: 1. A final plat is approved to allow the creation of 1 lot and 1 outlots, in accordance with the plans received by the City on April 24, 2018, except as amended by this resolution. 2. The final plat shall be subject to the preliminary plat approval granted by the City Council on December 19, 2011, and as may be amended. (Resolution # 2011-48 and Resolution 2011-49). 3. Development is subject to the BP district standards and setbacks. No variances are granted or implied. 4. The development shall comply with the comments in the Engineer's memo dated May 3, 2018. 5. Although it is not required as part of the plat, Outlot A is proposed to be donated to the City. Outlot A is intended to be owned and maintained by the City. The following conditions shall be met prior to the issuance of building permits: 6. A site plan application shall be submitted for review and approval by the City. 7. The developer shall pay the sewer and water trunk fees and the City's SAC and WAC fees will be paid at the time building permits issued. All associated development fees shall also be paid in full. 8. The applicant shall file the final plat and associated documents with Washington County. Proof of recording shall be provided to the City. 9. The applicant shall submit one full set of approved final plans to the City. Resolution 2018- Page 2 ADOPTED by the City Council this 7th day of May, 2018 Tom Wiedt, Mayor ATTEST: Michele Lindau, City Clerk RESOLUTION 2018- APPROVING A SITE PLAN FOR SCHWIETERS PROPERTIES, LLP, FOR A MANUFACTURING/WAREOUSE BUILDING AND EXTERIOR STORAGE AREAS ON THE PROPERTY LOCATED AT 13676 FENWAY BOULEVARD NORTH WHEREAS, Schwieters Properties, LLP, requested approval of a site plan for an approximately 144,000 square foot manufacturing/warehouse building and associated exterior storage areas, on property legally described as follows: Outlot A, Roy Molitor 2nd Addition WHEREAS, the Planning Commission has reviewed said site plan on April 26, 2018, and recommends approval subject to the conditions listed in this resolution. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the site plan for Schwieters Properties, LLP, for an approximately 144,000 square foot manufacturing/warehouse building and associated exterior storage areas, subject to the following conditions and findings: 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 April 20, 2018, shall be addressed. 2. The applicant shall be required to apply for formal site plan approval for all future phases to be considered by the Planning Commission and City Council. 3. Exterior storage of equipment shall be located on a paved surface and screened. 4. The applicant shall meet all conditions listed in the conditional use permits for the exterior storage and campus development. 5. Prior to the installation of any signs, the applicant shall obtain a sign permit. 6. The deferred parking shown on the plan shall be constructed at any time deemed necessary by the City. 7. The landscaping shall be irrigated to ensure establishment. Prior to the issuance of a building permit: 8. The applicant shall submit a revised landscape plan that meets the City's landscape ordinance requirements to be reviewed and approved by staff. a. The shrubs that are used to screen the exterior storage shall be replaced with coniferous trees. Resolution 2018- Page 2 9. The applicant shall submit a revised lighting plan that meets the City's lighting ordinance to be reviewed and approved by staff. 10. The applicant shall submit cut sheets for the wall mounted light fixtures to be reviewed and approved by staff. 11. The applicant shall submit fencing details to be reviewed and approved by staff. 12. The applicant shall submit the final building material samples and colors for the building to be reviewed and approved by staff. 13. The internal roof drainage system that shall be integrated into the building design and shall be reviewed and approved by staff. 14. The trash enclosures and wood scrap containers shall be internal to the building or screened with materials consistent with the building material and shall be reviewed and approved by staff. 15. The applicant shall pay $15,000.00 to the City for the upsizing of the lift station on 140th Street to serve the development. Prior to issuance of a Certificate of Occupancy: 16. The applicant shall restore any part of the Fenway Boulevard Trail that is damaged during construction. 17. All roof top and ground 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. 18. All required landscaping shall be fully installed. 19. Drainage and utility easements shall be dedicated to the City over the wetland, stormwater management facilities, and sewer extensions. 20. A maintenance agreement for the stormwater management facilities between the City and the applicant shall be reviewed and approved by the City then recorded against the property prior to the start of grading activities on the site. Resolution 2018- Page 3 ADOPTED by the City Council this 7t' day of May, 2018. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk RESOLUTION 2018- APPROVING A CONDITIONAL USE PERMIT FOR SCHWIETERS PROPERTIES LLP, TO ALLOW EXTERIOR STORAGE ON THE PROPERTY LOCATED AT 13676 FENWAY BOULEVARD NORTH WHEREAS, Schwieters Properties, LLP, requested approval of a conditional use permit to allow an outdoor storage area on the property located at 13676 Fenway Boulevard North, and legally described as follows: Outlot A, Roy Molitor 2nd Addition WHEREAS, the Planning Commission has reviewed said conditional use permit at a duly called public hearing on April 26, 2018, and recommends approval subject to the conditions listed in the conditional use permit. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the conditional use permit for Schwieters Properties, LLP, to allow an outdoor storage area on the property located at 13676 Fenway Boulevard North, subject to the conditions listed in the conditional use permit with the following findings: 1. The use is permissible by law. 2. The spirit and intent of the ordinance is to allow exterior storage larger than the principle building, as long as it's adequately screened from view of adjacent properties. The applicant is proposing to screen the exterior storage areas. Staff is comfortable with the proposed location of the outdoor storage area. Additional landscaping may be required to screen the locations on the east side of the property. 3. The comprehensive plan identifies this property as Business Park (BP). There are residential properties to the north of the building. The character of the area is for the most part industrial. There are buffers of woodland and proposed landscaping between the site and the residential uses. There will be other business park uses that will be developed on the south of the proposed site. It's in staff s opinion that the proposed use is compatible with the character of the area. 4. The property has adequate utilities available to the site. 5. The site has adequate access to Fenway Boulevard and will not generate traffic that will reduce the safety of public roads. 6. The property is not located within a floodplain. 7. The proposed use will not have materials swept downstream. 8. The site is not located adjacent to public waters. Resolution 2018- Page 2 9. The property is not located within the shoreland overlay district and does not involve watercrafts. 10. The property is not located within the shoreland overlay district. 11. A wetland replacement plan has been reviewed and approved by the Technical Evaluation Panel (TEP) 12. The applicant shall be responsible for all necessary state and local permits. 13. The outdoor storage area is has woodlands on the west side. The applicant is proposing landscaping that will adequately screen the area from the north, east and south sides. Staff is comfortable with the location and the proposed screening methods. ADOPTED by the City Council this 7th day of May, 2018 Tom Wiedt, Mayor ATTEST: Michele Lindau, City Clerk RESOLUTION 2018- APPROVING A CONDITIONAL USE PERMIT FOR SCHWIETERS PROPERTIES LLP, TO ALLOW A CAMPUS DEVELOPMENT ON THE PROPERTY LOCATED AT 13676 FENWAY BOULEVARD NORTH WHEREAS, Schwieters Properties, LLP, requested approval of a conditional use permit to allow a campus development on the property located at 13676 Fenway Boulevard North, and legally described as follows: Outlot A, Roy Molitor 2nd Addition WHEREAS, the Planning Commission has reviewed said conditional use permit at a duly called public hearing on April 26, 2018, and recommends approval subject to the conditions listed in the conditional use permit. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the conditional use permit for Schwieters Properties, LLP, to allow a campus development on the property located at 13676 Fenway Boulevard North, subject to the conditions listed in the conditional use permit with the following findings: l . Campus developments are allowed in the Business Park (BP) zoning district with a CUP. The use is permissible by law. 2. The proposed use is consistent with the Business Park (BP) zoning of the property. 3. The proposed campus development would be compatible with the City's Comprehensive Plan and the character of the area. The campus development allows for a more efficient use of the property with shared access, parking, circulation, and stormwater managment. 4. The site has adequate facilities to serve the campus development, including shared stormwater management and access to municipal sewer and water. 5. The site has adequate access to Fenway Boulevard and will not generate traffic that will reduce the safety of public roads. 6. The property is not located within a floodplain. 7. The proposed use will not have materials swept downstream. 8. The site is not located adjacent to public waters. 9. The property is not located within the shoreland overlay district and does not involve watercrafts. 10. The property is not located within the shoreland overlay district. Resolution 2011-50 Page 2 11. A wetland replacement plan has been reviewed and approved by the Technical Evaluation Panel (TEP) 12. The applicant shall be responsible for all necessary state and local permits. 13. The outdoor storage area is has woodlands on the west side. The applicant is proposing landscaping that will adequately screen the area from the north, east and south sides. Staff is comfortable with the location and the proposed screening methods. ADOPTED by the City Council this 7tb day of May, 2018 Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk ORDINANCE 2018- AN ORDINANCE AMENDING CHAPTER 90, ARTICLE II, SECTION 90-106, BUSINESS PARK (BP) THE CITY OF HUGO ORDAINS: Section 1. The City Council of the City of Hugo does hereby amend Chapter 90, Article II, to section 90-106 BUSINESS PARK (BP) state the following: Sec. 90-106 Business Park (BP) (d) (6) Exterior storage, provided the storage area is completely screened from public rights -of -way and residentially zoned property by an intervening building, berm, solid - wall wood fence, or landscape plantings. The screening shall be to a minimum height of six feet or a height sufficient to screen the outside storage. Raw materials will only be allowed provided the material does not produce noxious fumes, obnoxious products, byproducts or wastes, or creates other objectionable impact on the environment or on nearby property. Section 2. Severability. In the event that a court of competent jurisdiction adjudges any part of this Ordinance to be invalid, such judgment shall not affect any other provision of this Ordinance not specifically included with that judgment. Section 3. Effective Date. This amendment shall take effect upon its passage and publication. ADOPTED BY THE HUGO CITY COUNCIL ON MAY 7, 2018 Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk CITY OF HUGO CONDITIONAL USE PERMIT DATE OF APPROVAL: OWNER: Schwieters Properties, LLP 13925 Fenway Boulevard North Hugo, MN 55038 ADDRESS FOR WHICH CUP IS GRANTED: 13676 Fenway Boulevard North LEGAL DESCRIPTION: See Exhibit A ZONING DISTRICT: Business Park (BP) THIS CONDITIONAL USE PERMIT ALLOWS FOR THE FOLLOWING: An exterior storage area for raw wood materials and finished wood product. THIS CONDITIONAL USE PERMIT IS APPROVED SUBJECT TO COMPLIANCE WITH THE FOLLOWING SPECIAL CONDITIONS: 1. The development shall comply with the comments in the Engineer's memo dated April 20, 2018. 2. The development shall comply with the site plan submitted on April 10, 2018, and approved by the City Council on May 7, 2018, subject to the conditions listed in the approving resolutions for the site plan and conditional use permits. 3. The property shall comply with (Exhibit B). 4. All exterior storage shall be screened from view from adjacent properties and right of ways. Staff shall review and approve the fencing and landscape plan. 5. Exterior storage of equipment shall be located on a paved surface. 6. The fire department shall review and approve the exterior storage layout for fire protection. 7. The height of the exterior storage shall not exceed 10 feet tall. Tom Weidt, Mayor STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this day of , 2018, before me, a Notary Public, personally appeared Tom Weidt, Mayor of the City of Hugo, a Minnesota municipality within the State of Minnesota, and that said instrument was signed on behalf of the City of Hugo by the authority of the City Council of the City of Hugo, and Tom Weidt, mayor, acknowledge said instrument to be the free act and deed of said City of Hugo. Notary Public Dated: , 2017. Title STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this day of , 2018, before me, a Notary Public within and for said County, personally appeared , to me known as the person described in and who executed the foregoing instrument, who stated that they are the owners of the property this permit applies to, and acknowledged that they executed the same as their free act and deed. Notary Public This document was drafted by: Hugo City Council 14669 Fitzgerald Ave N Hugo, MN 55038 CITY OF HUGO CONDITIONAL USE PERMIT DATE OF APPROVAL: OWNER: Schwieters Properties, LLP 13925 Fenway Boulevard North Hugo, MN 55038 ADDRESS FOR WHICH CUP IS GRANTED: 13676 Fenway Boulevard North LEGAL DESCRIPTION: See Exhibit A ZONING DISTRICT: Business Park (BP) THIS CONDITIONAL USE PERMIT ALLOWS FOR THE FOLLOWING: A campus development to allow multiple buildings on one parcel. THIS CONDITIONAL USE PERMIT IS APPROVED SUBJECT TO COMPLIANCE WITH THE FOLLOWING SPECIAL CONDITIONS: 1. The development shall comply with the comments in the Engineer's memo dated April 20, 2018. 2. The development shall comply with the site plan submitted on April 10, 2018, and approved by the City Council on May 7, 2018, subject to the conditions listed in the approving resolutions for the site plan and conditional use permits. 3. The property shall comply with (Exhibit B). 4. The applicant shall be required to apply for formal site plan approval for all phases to be considered by the Planning Commission and approve by the City Council. 5. The building architecture, materials, and colors shall be compatible for all building located on the property. 6. All exterior storage shall be screened from view from adjacent properties and right of ways. Staff shall review and approve the fencing and landscape plan. 7. Exterior storage of equipment shall be located on a paved surface. Tom Weidt, Mayor STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this day of , 2018, before me, a Notary Public, personally appeared Tom Weidt, Mayor of the City of Hugo, a Minnesota municipality within the State of Minnesota, and that said instrument was signed on behalf of the City of Hugo by the authority of the City Council of the City of Hugo, and Tom Weidt, mayor, acknowledge said instrument to be the free act and deed of said City of Hugo. Notary Public Dated: , 2017. Title STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this day of , 2018, before me, a Notary Public within and for said County, personally appeared , to me known as the person described in and who executed the foregoing instrument, who stated that they are the owners of the property this permit applies to, and acknowledged that they executed the same as their free act and deed. Notary Public This document was drafted by: Hugo City Council 14669 Fitzgerald Ave N Hugo, MN 55038 May 2018 May 2018 June 2018 Su Mo Tu We Th Fr Sa Su Mo Tu We Th Fr Sa 1 2 3 4 5 1 2 6 7 8 9 10 11 12 3 4 5 6 7 8 9 13 14 15 16 17 18 19 10 11 12 13 14 15 16 20 21 22 23 24 25 26 17 18 19 20 21 22 23 27 28 29 30 31 24 25 26 27 28 29 30 SUNDAY MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY SATURDAY Apr 29 30 May 1 2 3 4 5 6 7 7:00pm City Council Meeting I 8 9 10 6:30pm BOZA 7:00pm Planning Commission 11 12 3:00pm Dan Ramberg Memorial (Waldoch Stables) 13 14 15 5:00pm EDA Meets 16 7:00pm Parks 17 18 19 Mothers Day 7:00pm Gravel Rd Workshop (Hugo Council Chambers) 20 21 22 23 5:00pm Burger Night (Hugo Legion) 24 6:30pm BOZA 7:00pm Planning Commisison 25 26 7:00pm City Council Meeting 27 28 Memorial Day 29 30 31 Jun 1 2 Meetings in Green are posted/scheduled meetings. 1 5/3/2018 2:15 PM June 2 018 June 2018 my 2018 Su Mo Tu We Th Fr Sa Su Mo Tu We Th Fr Sa 1 2 1 2 3 4 5 6 7 3 4 5 6 7 8 9 8 9 10 11 12 13 14 10 11 12 13 14 15 16 15 16 17 18 19 20 21 17 18 19 20 21 22 23 22 23 24 25 26 27 28 24 25 26 27 28 29 30 29 30 31 SUNDAY MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY SATURDAY May 27 28 29 30 31 Jun 1 2 3 4 S 6 7 8 9 Good Neiqhbor Days 7:00pm City Council Meeting 10 11 12 13 14 15 16 Good Neiqhbor Days 6:30pm BOZA 7:00pm Planning Commission 17 18 19 5:00pm EDA Meets 20 LMC 21 Annual Conference (St. Cloud) 22 23 Fathers Day 7:00pm City Council Meeting 7:00pm Parks 24 25 26 27 28 29 30 5:00pm Burger Night 6:30pm BOZA (Hugo Legion) 7:00pm Planning Commisison Meetings in Green are posted/scheduled meetings. 2 5/3/2018 2:15 PM The following items were distributed at the meeting. 5/7/2018 Obituary for Frank Langer I Mattson Funeral & Cremation service Frank Langer March 27, 1943 -- April 30, 2018 (age 75) Services VISITATION Friday May 18, 2018 4:00 PM to 8:00 PM Mattson Funeral Home Forest Lake, MN VISITATION Saturday May 19, 2018 10:00 AM to 11:00 AM St. Peter's Catholic Church Forest Lake, MN Provided by Mattson Funeral & Cremation Service Frank Langer, age 75 of Scandia, MN passed away at home on April 30, 2018. He proudly served his country in the United States Army. Frank was the local assessor for multiple cities in Washington County, some for over 40 years. He valued the many long term relationships he developed over time, working'', with the local communities. C, / Frank liked nothing better than to spend time with his friends_' and family, enjoying good food and laughter. He was an avid ,, J6t. pilot who owned his own plane in Osceola, WI for many years. He also enjoyed classic cars, motorcycles, boating, traveling $ ry# I ON with his friends and family and trips to Las Vegas with his buddies. Frank was always available for a word of advice, a helping hand, a good story, a laugh when needed and the ability to put life's struggles into perspective. While we will all miss the great man that Frank was, we will remember that he truly lived each moment that he was with us. He is preceded in death by his parents; sister, Mary Anne Winn. Survived by loving wife of 52 years, Michele, and their children, Nick (Lidia), Kathleen (Dan) Pohlen, Kristin (Chris) Beckwith, Jason and James; seven grandchildren; Robert Pohlen, Samantha Pohlen, Dylan Langer, Zach and Roman Langer, Nicky Langer, Christina Langer, Barrett Beckwith; brother, Gerard; many nieces, nephews and other extended family. Mass of Christian Burial will be celebrated at 11:00 a.m., Saturday, May 19, 2018 at the Church of Saint Peter, 1250 South Shore Drive, Forest Lake. The family will greet friends from 4:00-8:00 p.m. on Friday, May 18, 2018 at Mattson Funeral Home, 343 North Shore Drive, Forest Lake and one hour prior on Saturday at the Church. Interment at Elim Lutheran Cemetery. https://www.mattsonfuneralhome.com/vmt/printnoticelFrank-Langer/lo/Oc/0q/Od 1/2 MINNESOTA LAWFUL GAMBLING LG230 Application to Conduct Off -Site Gambling ORGANIZATION INFORMATION Organization Name: American Legion Post 620 Address: 5383 140th Street North Chief Executive Officer (CEO) Name: Greg Burmeister Gambling Manager Name: Philip Kamman GAMBLING ACTIVITY 6/15 Page 1 of 2 No Fee License Number:00905 City: Hugo , MN zip: 55038 Daytime Phone: 651-255-1432 Daytime Phone: 651-255-1432 Twelve off -site events are allowed each calendar year not to exceed a total of 36 days. From 06 / O9 / 18 to 06 / 10 / 18 Check the type of games that will be conducted: Raffle Pull -Tabs �✓ Bingo ❑Tipboards ❑Paddlewheel GAMBLING PREMISES Name of location where gambling activity will be conducted: Lions Park Street address and City (or township): 5524 Upper 146th St. N Hugo, MN zip: 55038 County: Washing • Do not use a post office box. • If no street address, write in road designations (example: 3 miles east of Hwy. 63 on County Road 42). Does your organization own the gambling premises? Yes If yes, a lease is not required. ❑✓No If no, the lease agreement below must be completed, and signed by the lessor. LEASE AGREEMENT FOR OFF -SITE ACTIVITY (a lease agreement is not required for raffles) Rent to be paid for the leased area: $0 (if none, write "0") All obligations and agreements between the organization and the lessor are listed below or attached. • Any attachments must be dated and signed by both the lessor and lessee. • This lease and any attachments is the total and only agreement between the lessor and the organization conducting lawful gambling activities. • Other terms, if any: Lessor's Signature: Print Lessor's Name: CONTINUE TO PAGE 2 Date: LG230 Application to Conduct Off -Site Gambling 6/15 Page 2 of 2 Acknowledgment by Local Unit of Government: Approval by Resolution CITY APPROVAL for a gambling premises located within city limits City Name: Hugo Date Approved by City Council: �VNCtt, L G Resolution Number: (If none, attach meeting minutes.) Signature of City Personnel; G f(' Title: .i Date Signed: I Local unit of government must sign. COUNTY APPROVAL for a gambling premises located in a township County Name: Date Approved by County Board: Resolution Number: (If none, attach meeting minutes.) Signature of County Personnel: Title: Date Signed: TOWNSHIP NAME: Complete below only if required by the county. On behalf of the township, I acknowledge that the organization is applying to conduct gambling activity within the township limits. (A township has no statutory authority to approve or deny an application, per Minnesota Statutes 349.213, Subd. 2.) Print Township Name: Signature of Township Officer: Title: _ Date Signed: CHIEF EXECUTIVE OFFICER (CEO) ACKNOWLEDGMENT The person signing this application must be your organization's CEO and have their name on file with the Gambling Control Board. If the CEO has changed and the current CEO has not filed a LG200B Organization Officers Affidavit with the Gambling Control Board, he or she must do so at this time. I have read this application, and all information is true, accurate, and complete and, if applicable, agree to the lease terms as stated in this application. Signature Mail or fax to: (must be CEO's signature; designee may not sign) Minnesota Gambling Control Board Suite 300 South 1711 West County Road B Roseville, MN 55113 Fax: 651-639-4032 _ s/� Date No attachments required. Questions? Contact a Licensing Specialist at 651-539-1900. I This publication will be made available in alternative format (i.e. large print, braille) upon request. Data privacy notice: The information requested on this form (and any attachments) will be used by the Gambling Control Board (Board) to determine your organization's qualifications to be involved in lawful gambling activities in Minnesota. Your organization has the right to refuse to supply the information; however, if your organization refuses to supply this information, the Board may not be able to determine your organization's qualifications and, as a consequence, may refuse to issue a permit. If your organization supplies the information requested, the Board will be able to process your organization's application. Your organization's name and address will be public information when received by the Board. All other information provided will be private data about your organization until the Board issues the permit. When the Board issues the permit, all information provided will become public. If the Board does not issue a permit, all information provided remains private, with the exception of your organization's name and address which will remain public. Private data about your organization are available to: Board members, Board staff whose work requires access to the information; Minnesota's Department of Public Safety; Attorney General; commissioners of Administration, Minnesota Management & Budget, and Revenue; Legislative Auditor; national and international gambling regulatory agencies; anyone pursuant to court order; other individuals and agencies specifically authorized by state or federal law to have access to the information; individuals and agencies for which law or legal order authorizes a new use or sharing of information after this notice was given; and anyone with your written consent. An equal opportulty employer ics Inc. Date: 3/15/2018 CONTRACT This Contract entered into this 15th day of, MaY 20 18 , engages the services of PC Pyrotechnics Inc, (hereinafter referred to as "PC PYROTECHNICS j to produce and perform a firms oft display under the following terms: 1. PC PYROTECHNICS reserves the right to make substitutions as reasonably necessary. All subshtultions will be of equal or greater quality, quantity, and value. 2. PC PYROTECHNICS shall provide qualified nicians who will deliver, set-up, execute and take down the fireworks display. The pyrobechnidans shall oondLKt an after --display search of the grounds in an effort to locate and dispose of any unexploded or deted;ve fireworks. ie extent of such search shall be reasonably didabed by such elements as prevailing weather conditions, location ofdIs*r sight, time of oompletion of display, etc... . 3. PC PYROTECHNICS shall provide Liability Insurance (induding spedator and property coverage) in the amount $2,000,000 naming the Sponsor as an additional Insured. 4. The cost of the display will be $ 4,500.00 _ . At the time of signing of this Contract, -Sponsor'will pay a nonrefundable deposit amount of 50% The remaining balance will be paid by Sp nsor prior to the -display being fired. S. The date of the display will be 6 �' d®� , at 10:00 PM. In case of inclement weather, the display will be rescheduled for at PM. In the event indement weatherfornes the cancellation of the display, Sponsor will pay 10% of the contact total, to cover ecpenses of redisplaying the display. If the display is not rescheduled; Sponsor will pay 20% of the contract total for transportadon; labor; and re:#oddng charges. Ite decision to proceed with the display based upon Inclement wean w shall be made by the Spxmw. PC PYROTECHNICS shall have complete authority to cancel the display if, in the reasonable opinion of PC NICS, the health, safety, and well being of the pyrotedmidans and/or spedatois or property would be jeopardized by proceecling with the display. 6. Sponsor shall proaure and furnish a suitable on for the fireworks display in accordance with NFPA 1123;, and shall seaahe-all'police, fire, local and stage perms, and.II.arrange for all.secu*. bonds as required. by 6w.4br.the1ocation of the display. Sponsor shall fumtsh all rieoeary police,fire and other appropriate protection necessary floc propercibvi►d control, control, in clearing of Jebris aft3erthe display. 7. Sponsor explidtiy admowledges tfiat an early morning search of the grounds,/ location the morning after the display is of utmost importance. If any unexpladei or defiictive fireworks are found, that were missed during the inspection the preceding evening, the sponsor shall immediately notify PC PYROTECHNICS, and the local fire departmem. S. PC PYROTECHMCS agrees tot the property ofe specs Wm Should any I PC PYROTECHNICS of the nature of the low and provide as much detail as reasonably possible in rek 9. PC PYROTECHNICS shall perfiorn act of God, accident, or other circumstances all steps reasonably necessary to safeguard Sporsuoes property and yes occur, the Sponsor must notify e date of which the loss ooaamed. Said notice shall be in writing and shall m to the nature and extent of the loss. all services requlnJd hereunder, except when prevented by strike, lockout; wond PC PYROTECHNICS S control. 10. This Contract shall be construed by #1e laws of the state of Minnesota. In the event that any court of competent ,jurisdiction deems any provision of this a ent unenforceable, the remaining provisions hereof shall remain in hall force and effbct 11. The Sponsor shall pay to PC NICS all costs and expenses, inducting reasonable attorneys fees, incurred by PC PYROTECHNICS in forting the terms of this Contract, 12. Sponsor agrees to indemnify aams d harmless PC PYROTECHNICS for any and all costs and liabilities, which PC PYROTECHNICS may incur result, or arising out of products not supplied by PC PYROTECHNICS or the actions of individuals other than the nidans and other employees of PC PYROTECHNICS. 13. This Contract constitutes the entire Agreement between the parties hereto and supersedes all prior and .: - - contemporaneous agreements,- understandir6gs, negotiations and discussions, either oral or exeaated in writing by the parties to be bound thereby. The wa1w of a y provisions of this Contract shall not constitute a waiver of any other provision of this contract. 14. . The party sighing this document for enterjnbc this agreement on behalf of the St ADDITIONAL PROVISIONS: PC Pyrotechnics Inc. 4016 Aspen Circle South Rockford. MN 55373 (763) 458-9885 By Date Signed .. Sponsor warTants and represents that she/he is solely authorised to RON CUSTOMER: .�6. (.,.i �tAddress: .By Date Signed Phone #