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HomeMy WebLinkAbout2021.03.15 CC Packet Meeting will be held remotely pursuant to MN Statute Sec. 13D.021. Anyone who wishes to speak at the meeting is strongly encouraged to make arrangements by 4:30 p.m. on the meeting day by contacting City Clerk Michele Lindau at 651-762-6315.For more information on the remote meeting and participation, go to https://www.ci.hugo.mn.us/participate. Meeting ID: 837 5125 9999 Passcode: 128719 A. CALL TO ORDER B. ROLL CALL C. PLEDGE OF ALLEGIANCE D. APPROVAL OF MINUTES 1. March 1, 2021, City Council Meeting E. APPROVAL OF AGENDA F. APPOINTMENTS/PRESENTATIONS 1. Update on COVID-19 City Response G. CONSENT AGENDA All matters listed under the Consent Agenda are considered to be routine by the City Council and will be enacted by one motion and a roll call vote. If a member of the City Council or the public wishes to discuss an item, that item will be removed from the Consent Agenda and will be considered separately. 1. Approve Claims Roster 2. Approve Annual Performance Review for Finance Director Ron Otkin 3. Approve Fulltime Permanent Status for Building Official Joel Hoistad 4. Approve Authorization to Advertise for Bids for the Salt Storage Building at the New Public Works Facility 5. Approve Request for Waiver of IUP Renewal Fee from Ann Rooney at 13755 Elmcrest Avenue North 6. Approve Donation to the Hugo Fire Department from the Hugo American Legion 7. Approve Renewal of 2 a.m. License for the Blue Heron Grill Agenda HUGO CITY COUNCIL MEETING HUGO CITY HALL/REMOTE MEETING MONDAY, MARCH 15, 2021 – 7 P.M. H. PUBLIC HEARING 1. Vacation of Drainage and Utility Easement – Oneka Place 2. Vacation of Drainage and Utility Easement – Adelaide Landing I. UNFINISHED BUSINESS 1. Approve Final Plat and Development Agreement for Oneka Place 5th Addition 2. Approve Final Plat and Development Agreement for Adelaide Landing 6th Addition J. NEW BUSINESS 1. Nothing scheduled. K. VISITOR PRESENTATIONS 1. Nothing scheduled. L. COUNCIL PRESENTATIONS 1. Update on Yellow Ribbon Network M. ADMINISTRATIVE PRESENTATIONS 1. Nothing scheduled. N. ADJOURNMENT BACKGROUND MEMO FOR THE CITY COUNCIL MEETING ON MARCH 15, 2021 D.1 Approval of Minutes for the March 1, 2020, City Council Meeting Staff recommends Council approve the above meetings as presented. F.1 Update on COVID-19 City Response City Administrator Bryan Bear will provide an update on the City’s response to the COVID-19 pandemic G.1 Approve Claims Roster Staff recommends Council approve the Claims Roster as presented. G.2 Approve Annual Performance Review for Finance Director Ron Otkin Ron Otkin was hired as the City’s Finance Director on April 3, 1989. For the past 32 years, Ron has conducted duties related to the City’s Finance Department which includes the annual preparation of the City’s budget as well as financing of public improvement projects and preparation of the annual comprehensive financial report. City Administrator Bryan Bear recommends Council approve the annual performance review for Finance Director Ron Otkin. G.3 Approve Fulltime Permanent Status for Building Official Joel Hoistad Joel Hoistad was hired as the City’s new Building Official beginning on September 14, 2020. Joel has successfully completed his six-month probation period. Community Development Director Rachel Juba recommends Council approve Building Official Joel Hoistad as a fulltime permanent employee. G.4 Approve Authorization to Advertise for Bids for the Salt Storage Building at the New Public Works Facility Oertel Architects will soon have the final design and bidding documents prepared for the salt and materials storage buildings to be located at the new Public Works facility. A bid opening date of April 22nd is expected. Staff recommends Council authorize the advertisement of bids for the construction of the salt and materials storage building located at the new Public Works facility. G.5 Approve Request for Waiver of IUP Renewal Fee from Ann Rooney at 13755 Elmcrest Avenue North Ann Rooney, owner of Bluebird Screen Print LLC at 13755 Elmcrest Avenue North, has requested a fee waiver for the Interim Use Permit application fee. As a local business, Bluebird Screen Print, LLC, has been adversely affected by the COVID-19 pandemic and was unable to generate the revenue that it typically sees throughout the year. In an effort to provide relief to local businesses, the City Council has previously approved $171,635.33 in grants through the CARES Business Grant program. The Council has also waived liquor license fees for restaurants in 2021. The IUP fee is $250. Staff recommends Council approve the fee waiver for Ann Rooney at 13755 Elmcrest Avenue North.   G.6 Approve Donation to the Hugo Fire Department from the Hugo American Legion The Hugo American Legion would like to donate $2,000 to the Hugo Fire Department for training and equipment. Donations to the Fire Department must be approved by Council. Staff recommends Council approved the donation of $2,000 to the Hugo Fire Department from the Hugo American Legion. G.7 Approve Renewal of 2 a.m. License for the Blue Heron Grill Since May 2010, the Blue Heron Grill has held a license that permits the establishment to stay open until 2 a.m. This license is renewed annually with approval by the City Council. The year, the State is waiving their permit fee due to COVID. Staff recommends Council approve the renewal of the 2 a.m. license for the Blue Heron Grill. H.1 Public Hearing on Vacation of Drainage and Utility Easement – Oneka Place The applicant, CPDC – Pratt-Oakwood, LLP, is requesting a vacation of the existing drainage and utility easement located over Outlot A, Oneka Place 4th Addition. The outlots will be final platted for the development of Oneka Place 5th Addition, which is the last phase of the development. New drainage and utility easement will be placed on the lots at the time the final plat is recorded. Staff recommends that the City Council approve the notice to vacate the drainage and utility easement located over Outlot A, Oneka Place 4th Addition. H.2 Public Hearing on Vacation of Drainage and Utility Easement – Adelaide Landing The applicant, Excelsior Group, is requesting a vacation of the existing drainage and utility easement located over Outlot F, Adelaide Landing and Outlot C, Adelaide Landing 5th Addition. The outlots will be used for the development of Adelaide Landing 6th Addition and other future phases. New drainage and utility easement will be placed on the lots at the time the final plat is recorded. Staff recommends that the City Council approve the notice to vacate the drainage and utility easement located over Outlot F, Adelaide Landing and Outlot C, Adelaide Landing 5th Addition. I.1 Approve Final Plat and Development Agreement for Oneka Place 5th Addition CPDC – Pratt-Oakwood, LLP is requesting approval of a final plat and development agreement to plat 14 residential lots from the Oneka Place preliminary plat, which includes a total of 177 residential lots. This final plat is to be known as Oneka Place 5th Addition and is generally located north of Ethan Trail North and west of Oneka Parkway. Staff recommends approval of the resolution approving the Final Plat and Development Agreement for Oneka Place 5th Addition. I.2 Approve Final Plat and Development Agreement for Adelaide Landing 6th Addition The Excelsior Group is requesting approval of a final plat and development agreement to plat 46 lots and one outlot on a parcel located east of Highway 61 and north of 130th Street North. Adelaide Landing 6th Addition will plat the remaining 46 lots and one outlot from the Adelaide Landing preliminary plat. Staff recommends approval the resolution approving the Final Plat and Development Agreement for Adelaide Landing 6th Addition. L.1 Update on the Yellow Ribbon Network Council Member Chuck Haas will report to Council on the Yellow Ribbon Network activities held recently. N. Adjournment Meeting was held remotely pursuant to MN Statute Sec. 13D.021. ZOOM Meeting ID: 814 3973 9401 Passcode: 523083 Call to Order Mayor Weidt called the meeting to order at 7:00 p.m. COUNCIL PRESENT REMOTELY: Haas, Klein, Miron, Petryk, Weidt OTHERS PRESENT REMOTELY: City Attorney Dave Snyder, City Engineer Mark Erichson, Finance Director Ron Otkin, Community Development Director Rachel Juba, Community Development Assistant Emily Weber, Parks Planner Shayla Denaway PRESENT AT CITY HALL: City Administrator Bryan Bear, City Clerk Michele Lindau Approval of Minutes for the February 1, 2021, City Council Meeting Miron made motion, Klein seconded, to approve the minutes for the City Council meeting held on February 1, 2021, as presented. Roll call vote – all ayes. Motion carried. Approval of Minutes for the February 23, 2021, Lions Park Pavilion Design Workshop Klein made motion, Miron seconded, to approve the minutes for the Lions Park Pavilion Design Workshop held on February 23, 2021, as presented. Roll call vote – all ayes. Motion carried. Approval of Minutes for the February 24, 2021, Neighborhood Meeting on Downtown Street Project Klein made motion, Petryk seconded, to approve the minutes for the neighborhood meeting held to discuss a the downtown street reconstruction project held on February 24, 2021, as presented. Roll call vote – all ayes. Motion carried. Approval of Agenda Weidt made motion, Haas seconded, to approve the agenda as amended to add recognition of the retirement of May Township Board of Supervisors Chair Bill Voedisch and to add an opportunity for comments from residents about the skate park at Lions Park. Roll call vote – all ayes. Motion carried. Minutes HUGO CITY COUNCIL MEETING HUGO CITY HALL/REMOTE MEETING MONDAY, MARCH 1, 2021 – 7 P.M. Hugo City Council Meeting Minutes for March 1, 2021 Page 2 of 11 Update on COVID-19 City Response City Administrator Bryan Bear gave a brief update on the City’s response to the COVID-19 pandemic saying the State of Emergency declared by Governor Waltz in March, 2020, was still in place and recently modified by executive order 2021-1 that mainly pertained to venues. City Hall had remained open during the whole pandemic, and the goal to provide continuous services had mainly been met with some modifications. Vaccines were being distributed in Washington County with help from the MN Department of Health. Vaccines were generally not available to City staff but were available to the firefighters. Council meetings continued to take place remotely pursuant to MN State Statue. Technical upgrades were in place, and hybrid meetings could now occur with hybrid meeting protocols in place. Bear asked the Council their thoughts about returning to in-person meetings. Weidt stated he would be comfortable with holding in-person meetings starting in April, 2021, dependent on what happens during the next 30 days. Miron and Klein agreed that would be a good target. Parks Commission Annual Report Parks Planner Shayla Denaway presented to Council the 2020 Parks Commission Annual Report. She talked about the expansion of trails in Adelaide Landing and Oneka Place, and the feasibility study that was done for a trail along Goodview Avenue saying there had been no decision to move ahead with construction due to high costs. Denaway stated recreation looked very different during 2020 with COVID-19, though the City never closed any of the parks. The only program held in person was the sledding party in 2020. The City had partnered with the YMCA for Play Days during the summer. At the beginning of 2020, the Commission considered concepts for the City owned properties along Sunset Lake and decided to postpone improvements until there was more neighborhood support for a project. Winter trail and sidewalk snowplowing routes maintained by the City were reviewed, and the map was updated. Park benches were installed and other minor park updates done using SHIP funding. The Commission had discussions during 2020 on construction of Lions Park and plans for Irish Avenue Park and Clearwater Creek Preserve. The Commission approved the Local Boy Scouts to put in a memorial for Andrew Olson who passed away suddenly in early 2020. Denaway talked about the three residential developments reviewed by the Commission during 2020, and she shared images of the newly constructed Arcand Park. Approval of Consent Agenda Weidt made motion, Haas seconded, to approve the following consent agenda: 1. Approve Claims Roster 2. Approve Performance Review for Building Department Secretary Debi Close 3. Approve Performance Review for Senior Engineering Technician Liz Finnegan 4. Approve Property Line Adjustment for Marvin and Judith LaValle and Hugo Investments. LLC (Larry Barnabo) for Properties Located at the Northwest and Hugo City Council Meeting Minutes for March 1, 2021 Page 3 of 11 Southwest Corners of Frenchman Road (CSAH 8) and Forest Boulevard (TH 61) 5. Approve Promotion of David Jensen to Deputy Chief on the Hugo Fire Department 6. Approve Resolutions Approving the Preliminary Plat, Planned Unit Development, and Comprehensive Plan Amendment for the Meadows at Hugo Development 7. Approve Donation to the Hugo Fire Department from the Hugo American Legion 8. Approve Authorization to Advertise for Dust Control 9. Approve Hiring of Chuck Preisler as Temporary Building Inspector 10. Approve Pay Request No. 5 from Ebert Construction for Public Works Facility 11. Approve Ordinance Amending Fine for Parking Violation Roll call vote – all ayes. Motion carried. Approve Claims Roster Adoption of the Consent Agenda approved the Claims Roster as presented. Approve Performance Review for Building Department Secretary Debi Close Debi Close was hired as the City’s Building Department Receptionist on March 20, 2006. Adoption of the Consent Agenda approved the annual performance review for Building Department Receptionist Debi Close. Approve Performance Review for Senior Engineering Technician Liz Finnegan Liz Finnegan was hired in March, 2019, as the new Senior Engineering Technician after the retirement of Steve Duff in January, 2018. Adoption of the Consent Agenda approved the performance review for Senior Engineering Technician Liz Finnegan. Approve Property Line Adjustment for Marvin and Judith LaValle and Hugo Investments. LLC (Larry Barnabo) for Properties Located at the Northwest and Southwest Corners of Frenchman Road (CSAH 8) and Forest Boulevard (TH 61) Marvin and Judith LaValle and Hugo Investments, LLC (Larry Barnabo) had requested approval of a property line adjustment for the properties located at the northwest and southwest corners of Frenchman Road (CSAH 8) and Forest Boulevard (TH 61). The applicant proposed to adjust the common property line between the properties and combine them into two parcels. The adjustment would result in Parcel A totaling 4.97 acres and Parcel B totaling 16.09 acres. Staff found that both properties were in compliance with all applicable regulations in the City Code and would continue to comply after the property line adjustment. Adoption of the Consent Agenda approved RESOLUTION 2021-8 APPROVING A PROPERTY LINE ADJUSTMENT FOR MARVIN AND JUDITH LAVALLE AND HUGO INVESTMENTS. LLC (LARRY BARNABO) FOR THE PROPERTIES LOCATED AT THE NORTHWEST AND SOUTHWEST CORNERS OF FRENCHMAN ROAD (CSAH 8) AND FOREST BOULEVARD (TH 61). Hugo City Council Meeting Minutes for March 1, 2021 Page 4 of 11 Approve Promotion of David Jensen to Deputy Chief on the Hugo Fire Department Interviews were held on February 4, 2021, for a new Hugo Fire Department Deputy Chief. The position became vacant when former Deputy Chief Jim Compton, Jr. was promoted to the Fire Chief position. Adoption of the Consent Agenda approved the promotion of David Jensen to Deputy Chief on the Hugo Fire Department effective March 1, 2021. Approve Resolutions Approving the Preliminary Plat, Planned Unit Development, and Comprehensive Plan Amendment for the Meadows at Hugo Development Golden Valley Land Company had applied for a preliminary plat, planned unit development, and comprehensive plan amendment for a residential development to be known as “The Meadows at Hugo.” The proposed site was 32.93 acres and located north of 159th Street North and west of Highway 61. The preliminary plat proposed a total of 87 single family lots and six outlots. The Hugo Planning Commission held a public hearing at their February 11, 2021, meeting and recommend that the City Council approve the preliminary plat, planned unit development, and comprehensive plan amendment applications for the residential development to be known as the Meadows at Hugo. Adoption of the Consent Agenda approved RESOLUTION 2021-9 APPROVING PRELIMINARY PLAT FOR GOLDEN VALLEY LAND COMPANY FOR “THE MEADOWS AT HUGO” ON PROPERTY LOCATED NORTH OF 159TH STREET NORTH AND WEST OF HIGHWAY 61, and RESOLUTION 2021- 10 APPROVING PUD GENERAL PLAN FOR GOLDEN VALLEY LAND COMPANY FOR “THE MEADOWS AT HUGO” ON PROPERTY LOCATED NORTH OF 159TH STREET NORTH AND WEST OF HIGHWAY 61, and RESOLUTION 2021-11APPROVING A COMPRHENSIVE PLAN AMENDMENT CHANGING MAP 11-4, 2040 SANITARY SEWER SYSTEM MAP. Approve Donation to the Hugo Fire Department from the Hugo American Legion The Hugo American Legion wanted to donate $2,100 to the Hugo Fire Department for training and equipment. Donations to the Fire Department needed to be approved by Council. Adoption of the Consent Agenda approved the donation of $2,100 to the Hugo Fire Department from the Hugo American Legion. Approve Authorization to Advertise for Dust Control Staff had requested authorization from the City Council to advertise for bids for the City's 2021 gravel road dust control project. The City of Hugo applies dust control to approximately 28 miles of gravel roads located within its municipal boundaries. Following City Council approval, staff would advertise and solicit bids through the City newspaper and hold a bid opening in early April. This would be followed by the Council considering bids in April. The dust control/stabilization would be applied in two separate applications, once in mid -May and again in early to mid -August. Adoption of the Consent Agenda approved advertisement for bids for the City's 2021 gravel road dust control project. Hugo City Council Meeting Minutes for March 1, 2021 Page 5 of 11 Approve Hiring of Chuck Preisler as Temporary Building Inspector Staff had been meeting with former Building Official Chuck Preisler on the possibility of working part-time on an as needed basis in the Building Department to assist with plan review and inspection duties. Adoption of the Consent Agenda approved the hiring of Chuck Preisler as a part-time building inspector, on an as needed basis as determined by the Building Official, at a pay rate of $50.00 per hour plus mileage. Approve Pay Request No. 5 from Ebert Construction for Public Works Facility Ebert Construction had submitted Pay Voucher No. 5 for work done on the new Public Works facility. Staff had reviewed the pay voucher and founds it acceptable for work certified through February 2021. Adoption of the Consent Agenda approved Pay Voucher No. 5 to Ebert Construction in the amount of $15,198.90. Approve Ordinance Amending Fine for Parking Violation In November of 1990, Council established a $25 fine for those who violated the City’s parking regulations. This fee had remained in place since then. In an effort to create a stronger disincentive for overnight parking that impedes snow plowing, staff requested approval to increase this fine to $50. Adoption of the Consent Agenda approved ORDINANCE 2021-504 AMENDING HUGO CITY CODE, CHAPTER 90, ARTICLE VI, SECTION 90-253 PARKING AND LOADING. Public Hearing on Ordering Improvements and Authorization to Prepare Plans and Specifications for the 2021 Downtown Improvement Project A public hearing was scheduled for this evening on an improvement project for streets in the downtown area. Staff had held a neighborhood meeting on February 24, 2021, to share the results of the feasibility study with property owners adjacent to the project in advance of this public hearing. City Engineer Mark Erichson shared information on construction projects taking place in the area that were tied to the road project. He reviewed what the City considers when developing the Capital Improvement Project and how this project was guided by the Comprehensive Plan. He provided details on improvements being considered for 147th Street from just west of TH 61 to Finale Avenue, 147th Street from Finale Avenue to Oneka Parkway (new construction), Flay Avenue north of 147th Street to its existing termination point, Upper 146th Street from Finale Avenue to Fitzgerald Avenue, 146th Street from Finale Avenue to Fitzgerald Avenue, Finley Avenue from Upper 146th Street to 145th Street, Fitzgerald Avenue from 147th Street to 146th Street, and Oneka Parkway at 147th Street (intersection and turn lanes). The improvements included constructing a new section of 147th Street, reconstructing the existing roadways, adding concrete curb and gutter, drainage/storm sewer improvements, minor subgrade corrections, bituminous paving, and a trail addition along 147th Street. The total project costs for this downtown improvement project was estimated to be $3,656,800 including $264,840 in assessments, and Erichson provided information on the City’s Assessment Policy. Weidt opened the public hearing. Hugo City Council Meeting Minutes for March 1, 2021 Page 6 of 11 Jeff Marier, 14092 Flay Avenue, said he was concerned about the size of the walking path planned for the north side of 147th Street stating it was not intended to be a greenway that goes right through the yards. He pointed out there was a wide trail on the south side of City Hall. Ron Gerdesmeier, 5558 147th Street, talked about how there was access to the park off the county trail along the south side of City Hall and questioned why they would put a blacktop eight to ten-foot wide trail through their front yard. He said a concrete sidewalk would be four to five feet, and the price for construction would be similar, and concrete was easier to maintain and more solid. He recalled a neighborhood meetings where there was talk about splitting the width of the trail with the homes on the south side of 147th Street. He also had questions on utility lines and worried about hooking things up to their older homes and the vibration of equipment. He questioned who would cover the lines if they were damaged or cracked. Bob Shields, 14770 Flay Avenue, stated an eight-foot trail would be 25-30 feet from their homes. He said he agreed there was a drastic need for the street improvement but an eight-foot foot trail was a bit of an overkill. He said he thought a sidewalk with curb and gutter would be a big improvement. Erichson talked about how the east/west trail provided connectivity to Oneka Parkway and how pedestrians utilize the easiest path. He stated people would continue to access the park along 147th Street, and the trail would provide that movement in a safe manner. He said a minimum sidewalk was five feet in width, and it wouldn’t connect well to an eight-foot trail and provide continuity for multi-use. He talked about utility hookup concerns saying it would be the responsibility of the City throughout construction to ensure sewer and water services continued to operate. If there were damages, it would be the reasonability of the contractor. Inspections would be done before and after construction. Gerdesmeier talked about losing 40-foot pine trees. There were no other comments, and Weidt closed the public hearing. Klein made motion, Miron seconded, to approve RESOLUTION 2021-12 ORDERING THE PROJECT AND AUTHORIZING THE PREPARATION OF PLANS AND SPECIFICATIONS FOR THE 2021 DOWNTOWN IMPROVEMENT PROJECT. Roll call vote – all ayes. Motion carried. Approve ROW Acquisition Agreements City Engineer Mark Erichson explained the need for additional right-of-away along 147th Street and Fitzgerald. He explained the need for permanent easements along parts of it and temporary easements along others to allow the project to be constructed and blend into yards. Easements had been staked. Staff had met with property owners regarding the project, provided them with renderings of the proposed improvements, and discussed potential concerns. He talked about the properties that had been appraised and stated staff was looking for approval to present appraisals to the property owners. Appraisals took into consideration values, and staff would continue to meet with property owners. Hugo City Council Meeting Minutes for March 1, 2021 Page 7 of 11 Denaway talked about the long term plan for the trail saying the trail on 147th Street had been shown in the 2040 and 2030 Trails Plan. She talked about the controlled intersection at TH61 and 147th Street and how that led people to use that trail. On the west side of Oneka Parkway, the trail was expected to connect with future roadways. It was likely to be a major connection to the park. Weidt asked her thoughts about having a trial on the south side and north side of City Hall. Denaway explained pedestrians coming from the east side would use the controlled intersection, Pedestrians coming from the south on the trail would take the easiest path on the south side instead of going all the way to the intersection. Weidt asked her to talk about an eight-foot trail versus a 5-foot sidewalk. Denaway responded that bicyclists and roller bladers were not likely to take a sidewalk. Additionally, the trail would offer more room for traffic to move in either direction and eliminate passing on the streets. Mark showed the roadway design and what a five-foot boulevard with an eight foot trail would look like, and explained they were looking to acquire 15.75 feet along the properties. Miron talked about the loss of trees and vegetation as result of construction and asked if appraisals included the value of those loses. Erichson replied that it did include valuation for those components. Bob Shields, 14770 Flay Avenue, talked about how the roadway and trail system would be right on top of them. He questioned why a five-foot sidewalk was safe elsewhere but not there. He asked that this input not fall on deaf ears. Weidt asked Shields if he understood why an eight-foot trail made sense with the volume of traffic. Shields stated he understood but could not envision a situation in a two block area that would cause a bottleneck. He said three feet would make a world of difference to them (the property owners). Ron Gerdesmeier, 5558 147th Street, asked if a headcount was ever done on people coming from the north side because more seem to be coming from the south side. Gerdesmeier suggested improving the trail on the south side to make it more attractive and highlight the downtown to the new park. Weidt replied that the thought was that people will be doing both. Petryk asked about minimum green areas, and Erichson replied that it was proposed to be a five- foot green area between the road and trail. Erichson talked about discussions he had with the Public Works Department about maintenance saying any less than that was hard to maintain and a clear zone was required. Petryk talked about Europa Trail in her neighborhood and the bituminous bike trail in front of those homes with roughly a four foot green space that gets within 35-40 feet of people’s living space and closer than that to the garages. She said it does not devalue the homes, and it keeps children and bicyclists safe and off the road. Weidt acknowledged there could be compromises about the green spaces and understood the Hugo City Council Meeting Minutes for March 1, 2021 Page 8 of 11 residents’ concerns. He stated it was his hope they could come to an agreement with the property owners during discussions on the right-of-way. Klein made motion, Miron seconded, to approve RESOLUTION 2021-13 AUTHORIZING NEGOTIATIONS AND/OR EMINENT DOMAIN TO ACQUIRE THE PROPERTY AREAS NEEDED FOR THE DOWNTOWN IMPROVEMENT PROJECT. Roll call vote – all ayes. Motion carried. Approve Local Road Improvement Program Grant Application City Engineer Mark Erichson explained that the Local Roads Improvement Program (LRIP) was established by the Minnesota Legislature in 2002. The legislature recently provided $75,000,000 for LRIP for county, state aid cities, non-state aid cities, and townships. He stated staff believed the reconstruction and extension of 147th Street to Oneka Parkway was a good candidate for one of the eligible categories related to Routes of Regional Significance. Funds could be used for constructing or reconstructing city streets, county highways, or town roads with statewide or regional significance. He proposed the City submit an application seeking the maximum request value of $1,250,000. Staff had requested and received a letter of support from Washington County for the 147th Street project. The grant application was due on March 3, 2021, with the announcement on the award of funds occurring in May, 2021. Award of the 2021 Downtown Improvement Project contract could not occur until after the selection process had occurred. Petryk made motion, Miron seconded, to approve RESOLUTION 2021-14 AUTHORIZING SUBMISSION OF LOCAL ROAD IMPROVEMENT PROGRAM (LRIP) GRANT APPLICATION FOR 147th STREET RECONSTRUCTION AND EXTENSION TO ONEKA PARKWAY AS PART OF THE 2021 DOWNTOWN IMPROVEMENT PROJECT Roll call vote – all ayes. Motion carried. Update on February 23, 2021, Lions Park Workshop The Council held a workshop on February 23, 2021, to discuss the proposed design of the new pavilion at Lions Park. City Administrator Bryan Bear provided an update following the workshop and showed a slightly modified version. He explained modifications were made to the roof design to have a lower slope on the north side of the building and a flat roof on the south. There was also a change in the color of the brick from red to a gray tone. He explained the City was moving forward with the architect crew and design team unless otherwise directed by Council. Bear showed a version of what the playground and landscape structures next to the pavilion could look like stating revisions were still being made. Comments by Residents Regarding Skate Park at Lions Park Residents requested a discussion be added to the agenda to talk about the skate park that was proposed as part of the Lions Park improvements. Weidt invited residents to speak. Steve Bernier, 5583 147th Street North, said he was under the impression the skate park was going to Hugo City Council Meeting Minutes for March 1, 2021 Page 9 of 11 be located in front of City Hall and asked why it was moved. Bear explained that the whole plan design was a process that evolved and was modified. Bear said this was the plan as it stood today. Bernier questioned why the courts and skate park couldn’t be switched. Weidt asked why he (Bernier) would want to change it. Bernier replied that lots of teenagers come from outside of the City, and the music and skate board noise is a lot to listen to every night. Bob Shields, 14770 Flay Avenue, asked why not put the skate park on the west side near the cemetery. He said it generates lot of noise, and he wanted to see it moved to another place. He liked the park but asked the Council to take into account the citizens too. Ron Gerdesmeier, 5558 147th Street, said there will be a lot of noise and said he knew of issues with the existing one. He said there was a minimum number of kids from this area that use the skate park because it is an older area, and there may be a better park to put it in. Weidt replied that the skate park was one of the most popular features in the park, and the City was looking at ways to deaden the sound on the ramp pieces. He stated that there can be discussions on ways to make it better. Mary Gerdesmeier, 5558 147th Street, wanted to clarify that discussions were still open about relocating the skate park. Weidt replied that it would be discussed as they finalized the design. Miron asked about the committees and if their work was ongoing. Bear stated the design committees had finished their work, and Council had authorized construction plans for the park. He said if Council wanted staff to look at something different, it would be helpful to know. Weidt asked if the Council was interested in moving the skate park saying there would likely be a cost associated with that. Petryk had questions about park hours and policy. Parks Planner Shayla Denaway responded that parks were open until 11 p.m., but it was posted at the skate park that the skate equipment area was closed at sunset. Petryk asked about securing the area after that time. Denaway responded that it would not be fenced, so it would not be able to be secured at night. Ron Gerdesmeier said the kids will use it as they like, and there was no way to close it down to anyone; they just want it moved. He also talked about how he like the playground equipment and would like to see it increased. Bob Shields said by locating the skate park further west, it would be easier to see if you were looking at it from the City Hall building and a lot quieter for the citizens. Weidt stated he was not hearing a lot of support from Council for redesign of the park, and there were way to work on noise issues. The skate park had been in the park for a number of years, and he had not heard of any complaints from residents near the current location. He estimated the current location was 130 feet away from the homes and the new location would be about 150 feet from the closest house on the corner. He talked about how it could be made friendlier with police activity and by controlling the noise. He said a big part of reason it there and not on the other side was because Hugo City Council Meeting Minutes for March 1, 2021 Page 10 of 11 there may come a time when the courts are lit and causing light pollution. He said that was the thought process. There were no other comments. Approve 121st Street Development Sketch Plan Community Development Rachel Juba reviewed the sketch plan for a residential development on property located north of 121st Street and west of Falcon Avenue. Drengson May Enterprises, LLC, was seeking informal comments on plans to subdivide three parcels of land to create ten parcels that were one or more acres in size. The three properties totaled approximately 15 acres and were zoned Large Lot Single Family Residential. Seven lots would be located on a cul-de- sac road and three other lots would be to the west of those, separated from the development by the Metropolitan Council Sewer Interceptor and a wetland. The applicant intended to comply with all regulations in that zoning district except for Lots 8 and 9 where they would be asking for a variance in the minimum lot width from 150 feet to approximately 30 feet due to the constraints of the sewer interceptor and wetlands. Two lots would get access from Everton Avenue and one from 121st Street. The seven lots would be accessed by a cul-de-sac road off 121st Street. The development on the site would require municipal utilities, and Juba explained that utilities would need to be extended across several properties that are not part of this development. The applicant had been meeting with those property owners and there was some interest in connecting to municipal sewer with possible assessments. Juba stated staff’s recommendation was to improve 121st Street as a rural section roadway from Everton Avenue to Falcon Avenue with utilities and hold a neighborhood meeting to discuss these improvements. Stormwater management would be evaluated to help solve some of the drainage issues in the area. The area was served by other neighborhood parks so a park dedication fee could be accepted instead of parkland. Juba stated the sketch plan had been reviewed by the Planning Commission, and they felt the variances were reasonable and a neighborhood meeting should be held with the property owners on connections to the sewer. The applicants Laura and Jarrod Drengson thanked the Council for their consideration on the project. Laura stated they were working with the neighbor to lessen the variance for Lot 8. Petryk stated she was aware of the stormwater management problems and the difficulty of development there. She said she was very pleased with the design and lot sizes. Applicant Dan May said it was a very unique project and was appreciative of staff’s work. They (May and Drengsons) hoped to be living on two of those lots, so they wanted to make sure it was a nice project. Miron appreciated their visiting with the neighbors and felt the recommendation of staff for an informal meeting was a good one, and he looked forward to it. Weidt stated the key to the project was working with the neighbors, and without their support, it could be difficult. He encouraged them to continue. Hugo City Council Meeting Minutes for March 1, 2021 Page 11 of 11 Update on the Yellow Ribbon Network Council Member Chuck Haas reported to Council on the Yellow Ribbon Network activities held recently. The YRN received a letter from the Adjutant General thanking the YRN for their support. He had photos of soldiers who received coffee in their care packages and soldiers during remote burger night in Guantanamo Bay. He also showed a photo of a soldier’s family whose wife lost her battle with cancer on January 30. The YRN had been supporting them and started a Secret Easter Bunny program, and the Family Readiness Group had set up a GoFundMe page. The YRN received requests to assist a soldier in paying bills, purchase a microwave for a family, and connected a family to a local car dealer for a needed mini-van. They YRN help a family who needed a new furnace, and they recently had held a deployment luncheon. May Township Board of Supervisors Chair Bill Voedisch Haas added this to the agenda to recognize May Township Board of Supervisors Chair Bill Voedisch on his retirement from the Board after 24 years. Haas commented the City of Hugo has worked cooperatively with them over the years on border road, school district and watershed district matters. Haas made motion, Weidt seconded, to put together letter thanking him for 24 years of service to Washington County and May Township. Roll call vote – all ayes. Motion carried. Schedule Board of Appeal and Equalization for Thursday, April 8, 2021 City Administrator Bryan Bear informed Council that Washington County wanted the City to hold its Local Board of Appeals and Equalization meeting on Thursday, April 8, 2021, in the Oneka Room from 5:30 – 6:30 p.m. at Hugo City Hall. Weidt made motion, Klein seconded, to schedule the Local Board of Appeal and Equalization meeting on Thursday, April 8, 2021, in the Oneka Room Roll call vote – all ayes. Motion carried. Adjournment Klein made motion, Haas seconded, to adjourn at 9:20 p.m. Roll call vote – all ayes. Motion carried. Respectfully Submitted, Michele Lindau City Clerk City of Hugo Claims March 15, 2021 G. 1 Vendor Invoice Amount Description Department Advanced Graphix Inc 206174 535.00$ Vehicle Decals, Application & Removal Fire Dept Allstream 17346199 103.66$ Fax Lines Administration Aspen Equipment Company 10226427 449.00$ Parts - Unit #205 Street Dept Aspen Mils 269306 166.30$ Radio Holders & Straps Fire Dept Aspen Mills 269477 36.85$ Name Tag & Embroidery Fire Dept Baker Tilly Municipal Advisors LLC BTMA8933 200.00$ Continuing Disclosure Services Finance Dept Batteries Plus Bulbs #031 P36835172 2,113.50$ Bulbs & Fixture - CH LED Lighting Upgrade Gen Gov't Bldgs Batteries Plus Bulbs #031 P37172781 806.55$ Fixtures - CH LED Lighting Upgrade Gen Gov't Bldgs Canteen Refreshment Services MSP23431 137.45$ Breakroom Supplies Gen Gov't Bldgs Canteen Refreshment Services MSP23433 71.43$ Breakroom Supplies Public Works CDW Government 8225854 112.56$ Webcam Parks Dept Century Link 651 429-3212 72.33$ Fire Station Phone Lines Fire Dept Cintas Corporation 5052767572 81.86$ First Aid Supplies Gen Gov't Bldgs Cintas Corporation 5052767572 151.48$ First Aid Supplies Public Works City of Roseville 229938 7,172.51$ March Computer Service Various Comcast 2/5/2021 2.25$ Business Internet (thru March 14) Fire Dept Companion Animal Control LLC January 589.70$ Callout Fees & Mileage Animal Control Companion Animal Control LLC February 364.18$ Callout Fees & Mileage Animal Control Dresser Trap Rock Inc 120253 1,588.48$ 3/8" Chips for Snow & Ice Control Street Dept Emergency Automotive Technologies Inc DL100620-23 833.00$ Parts - Unit #B2 Fire Dept Forest Lake Napa February 2,298.00$ Auto Parts and Shop Supplies Various Gene's Disposal Service Inc 406248 1,047.23$ February Waste Hauling - PW Facility Public Works Gene's Disposal Service Inc 406248 195.38$ February Waste Hauling - Fire Station Fire Dept Gene's Disposal Service Inc 406248 91.91$ February Waste Hauling - City Hall Gen Gov't Bldgs Gopher State One Call 1020481 118.80$ February Service Charges Water & Sewer Graphic Resources 69477 2,601.61$ Utility Bill Stock & Envelopes Water & Sewer Graphic Resources 69902 492.10$ Utility Bill Mailing Water & Sewer Graphic Resources 70035 163.46$ Building Inspection Approved Stickers Building Inspections Graphic Resources 70035 103.46$ Envelopes Administration Hanco Corporation 561191 256.63$ Shop Supplies Public Works Hawkins Inc 4887668 3,975.36$ Water Chemicals Water Utility Hoistad, Joel CLAIM 306.38$ 2020 Mechanical & Fuel Gas Code Books (ICC) Building Inspections Home Depot Credit Services 3513178 89.95$ Shelving & Hardware Public Works Hotsy Equipment of Minnesota 70128 420.43$ Bulk Soap, Parts & Repairs for Washbay Public Works Hugo Feed Mill 102205 0.90$ Hardware Parks Dept Hugo Feed Mill 1102501 3.99$ Hardware Fire Dept Hugo Feed Mill 1102556 1.90$ Hardware (CH) Gen Gov't Bldgs Hugo Feed Mill 1102797 0.16$ Hardware (CH) Gen Gov't Bldgs Innovative Office Solutions LLC IN3275722 41.07$ File Folders & Stapler Public Works Innovative Office Solutions LLC IN3278388 70.86$ Dusting Cloths & Detergent Fire Dept Interstate Battery System of Minneapolis 110050883 373.85$ Batteries Public Works Jefferson Fire & Safety Inc IN126649 1,048.69$ TFT Nozzle Fire Dept Kath Fuel Oil Service Co. 12320094 4,951.64$ February Unleaded Gas & Diesel Purchases Various Kath Fuel Oil Service Co. 707695 442.54$ Diesel Exhaust Fluid Public Works Laughlin's Pest Control 42205 85.00$ February Pest Control Service (CH) Gen Gov't Bldgs Loffler Companies Inc 3612024 253.80$ January Copier Service Payment Administration Lozier, Amber CLAIM 189.39$ Hardware - CH LED Lighting Upgrade (Semperlite, LLC) Gen Gov't Bldgs Marco INV8499771 44.68$ March Copier Maintenance Building Inspections McCullough, Ryan CLAIM 263.48$ Work Boot Reimbursement Parks Dept McCullough, Ryan CLAIM 156.44$ Shovel Holders for Trucks (Amazon) Various Menards 57947 49.98$ Shop Heaters Public Works Menards 58141 16.84$ Light Switch Fire Dept Menards 58305 229.05$ Fire Department Supplies Fire Dept Minnesota Erosion Control Association 47NXPMHVTBQ 65.00$ MS4 Permit Workshop Registration - Liz Finnegan Engineering Dept MN State Patrol, CMV Section Greeder 30.00$ 2021 Vehicle Inspection Decals Public Works MN State Patrol, CMV Section Klein 30.00$ 2021 Vehicle Inspection Decals Public Works Motorola Solutions Inc 8281097508 1,698.00$ Portable Radio Hardware Fire Dept Motorola Solutions Inc 8281120637 29,548.00$ Portable Radios, Hardware & Service Fire Dept Municipal Emergency Services IN1550456 7,489.38$ Extractor 30 Gear Washer (Grant Monies) Fire Dept Northway Sports 315137 2,335.22$ Repairs - Unit #ATV1 Fire Dept Nuss Truck & Equipment 4659537P 51.49$ Parts - Unit #201 Street Dept Nuss Truck & Equipment 4660136P 22.35$ Parts - Unit #202 Street Dept Oxygen Service Company 8415899 59.31$ Welding Supplies Public Works Oxygen Service Company 8415900 29.29$ Welding Supplies Public Works Press Publications 693993 163.72$ City Council Public Hearing Notice Ordinances/Proceedings Press Publications 693997 78.65$ City Council Public Hearing Notice Ordinances/Proceedings Ricoh USA, Inc 104712732 123.18$ Copier Lease Payment Public Works Ricoh USA, Inc 104712732 39.20$ Overage Charges Public Works Sensible Land Use Coalition 782 15.00$ Meeting Registration - Rachel Juba Planning & Zoning Page 1 City of Hugo Claims March 15, 2021 G. 1 Vendor Invoice Amount Description Department Signature Lighting Inc 1249 400.00$ Streetlight Repairs Street Dept Summit Fire Protection 130004478 780.00$ Annual Fire Extinguisher Inspection Fire Dept Sun Life Financial March 1,038.11$ Disability Premium Finance Dept T-Mobile 870254054 1,016.09$ Cellular Phone Charges Various T-Mobile 870254054 199.99$ Equipment Purchases Public Works Toshiba Financial Services 5013877395 175.23$ March Copier Lease Payment Fire Dept Toshiba Financial Services 5013877395 2.15$ Overage Charges (B & W) Fire Dept Toshiba Financial Services 5013877395 13.72$ Overage Charges (Color) Fire Dept UniFirst Corporation 090 0609256 108.98$ Uniform, Supplies & Floor Mat Services (PW) Public Works UniFirst Corporation 090 0610565 14.08$ Supplies & Floor Mat Services (CH) Gen Gov't Bldgs UniFirst Corporation 090 0610566 29.52$ Supplies & Floor Mat Services (FH) Fire Dept UniFirst Corporation 090 0610567 135.30$ Uniform, Supplies & Floor Mat Services (PW) Public Works University of Minnesota Registration 150.00$ Shade Tree Short Course - Paul Christianson Street Dept University of Minnesota Registration 150.00$ Shade Tree Short Course - Rick Kieffer Street Dept University of Minnesota Registration 150.00$ Shade Tree Short Course - Mike Loeffler Street Dept Viking Electric Supply Inc S004388385.001 173.03$ Fixtures & Hardware - CH LED Lighting Upgrade Gen Gov't Bldgs Viking Electric Supply Inc S004424647.001 41.16$ Fixtures - FH LED Lighting Upgrade Fire Dept Viking Electric Supply Inc S004424647.001 14.12$ Shop Tools Public Works Viking Electric Supply Inc S004453706.001 26.20$ Dimmer Switch - CH LED Lighting Upgrade Gen Gov't Bldgs Viking Electric Supply Inc S004407984.001 (11.70)$ Fixture - CH LED Lighting Upgrade (Returned) Gen Gov't Bldgs WSB & Associates January 111,394.75$ Engineering Fees - See Attached Breakdown Various Zack's Inc 34783 1,011.87$ Degreaser, Alloy Chain & Gloves Public Works 194,763.44$ Total Claims for March 15, 2021 Page 2 Ann Rooney – 13755 Elmcrest Avenue North Bluebird Screen Print LLC has been a go-to for local fundraisers; as the community knows, Bluebird is very generous with discounted printing and all-out donations of a printed T-Shirt for an event. If you look at my LinkedIn profile under Ann Rooney, I have some events listed on that platform. Giving spiritwear to local schools and neighbors brings all involved joy (Go Bears!). BlueBird Screen Print LLC niche' is a small, woman-owned state-certified small business, creating custom graphics for events and contract printing. For instance, every January, the company makes a logo for Crowleys Gymnastics Winter Challenge gymnastics meet, an event like other customers events canceled. Also, Bluebird works with WBL Park and Recreation, who create their logo, and then we do the contract printing. Covid 19 has been a shutdown for BlueBird, with the customer base and no events. The business plan is a local business approach, not nationwide with a company ordering system or store. Agenda Number: H.1 CITY OF HUGO PLANNING AND ZONING APPLICATION STAFF REPORT TO: Bryan Bear, City Administrator FROM: Rachel Juba, Community Development Director SUBJECT: CPDC- Pratt-Oakwood, LLP. Outlot A, Oneka Place 4th Addition. Easement Vacation Public Hearing DATE: March 5, 2021, for the City Council Meeting of March 15, 2021 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, Oneka Place 4th Addition. The outlots will be final platted for the development of Oneka Place 5th Addition the last phase of the development. 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, Oneka Place 4th Addition Attachments: 1. Notice Vacating Drainage and Utility Easement 2. Location Map 3. Drainage and Utility Easement Vacation Plan NOTICE OF COMPLETION OF VACATION PROCEEDINGS FOR THE VACATION OF A DRAINAGE AND UTILITY EASEMENT OVER A PARCELS LOCATED WEST OF ONEKA PARKWAY NORTH AND NORTH OF ETHAN TRAIL NORTH PLEASE TAKE NOTICE that the City Council for the City of Hugo has, on the 15th day of March, 2021, completed the proceedings for the vacation of the Drainage and Utility Easement on property legally described as follows: Outlots A, Oneka Place 4th Addition Dated this 15th day of March, 2021 ______________________________ Bryan Bear, City Administrator STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this ____ day of _____________, 2021, 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 Ethan Trail NorthOneka Par kway Nor t hEmpress Avenue North 1 5 9 th S tre e t N o rthPrairie T r a i l N o r t h Falcon Circle NorthFarnham Avenue NorthFairoaks Avenue North1 5 7 th S tre e t N o rthEnf i el d Avenue Nor t h162nd Street North Falcon Avenue North15 8th S tre et Nort hEverton Avenue NorthEur opa Avenue Nor t h162nd C ourt N orthEthan Court NorthEuropa Avenue North Fairoaks Avenue North15 8th S tre et N ort h 159th Street North E u r o p a A v e n u e N o rt h Oneka Plac e 5th A ddition Final Plat Location Map Hugo, MN Roads Hugo Border Parcel Boundary ¯0 500Feet1 in = 500 feet Document Path: S:\Mapping\Emily\LocationSite Maps\2021\Oneka Place 5th Final Plat.mxdSite Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 Agenda Number: H.2 CITY OF HUGO PLANNING AND ZONING APPLICATION STAFF REPORT TO: Bryan Bear, City Administrator FROM: Rachel Juba, Community Development Director SUBJECT: Excelsior Group - Adelaide Landing. Easement Vacation Public Hearing DATE: March 5, 2021, for the City Council Meeting of March 15, 2021 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 F, Adelaide Landing and Outlot C, Adelaide Landing 5th Addition. The Outlots will be used for the development of Adelaide Landing 6th Addition and other future phases. New drainage and utility easements will be placed on the lots and outlot 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 F, Adelaide Landing and Outlot C, Adelaide Landing 5th Addition. Attachments: 1. Notice vacating drainage and utility easement 2. Location Map 3. Drainage and Utility Easement Vacation Plans NOTICE OF COMPLETION OF VACATION PROCEEDINGS FOR THE VACATION OF A DRAINAGE AND UTILITY EASEMENT OVER OUTLOT F, ADELAIDE LANDING AND OUTLOT C, ADELAIDE LANDING 5TH ADDITION PLEASE TAKE NOTICE that the City Council for the City of Hugo has, on the 15th day of March, 2021, completed the proceedings for the vacation of the Drainage and Utility Easement on property legally described as follows: Outlot F, Adelaide Landing and Outlot C, Adelaide Landing 5th Addition Dated this 15th day of March, 2021. ______________________________ Bryan Bear, City Administrator STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this ____ day of _____________, 2021, 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 130th Street NorthForest Boulevard North135th Street North F l a y Ro a d No rt h Fondant Trail North130th Way NorthFiona Avenue North137th Street North 131st S treet Nor th 126th Street NorthFerrara Avenue North128th Street North 129th Drive North Freeland Avenue North130th Lane North Egg Lake Road North Fiona Road North129th Street North134th Street North127th Street NorthFletcher Lane NorthFoxhill Avenue North131st Court North135th Court NorthFiona Circle North 12 8th S tre et N ort h Fondant Trail North Adelaide 6th Addition Final Plat Location Map Hugo, MN Roads Hugo Border Parcel Boundary ¯0 625Feet1 in = 625 feet Document Path: S:\Mapping\Emily\LocationSite Maps\2021\Adelaide 6th Addition Final Plat.mxdSite Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 Agenda Number I.1 CITY OF HUGO COMMUNITY DEVELOPMENT DEPARTMENT PLANNING AND ZONING APPLICATION STAFF REPORT TO: Bryan Bear, City Administrator FROM: Rachel Juba, Community Development Director SUBJECT: CPDC – Pratt – Oakwood, LLP. Oneka Place 5th Addition Final Plat and Development Agreement DATE: March 5, 2021, for the City Council Meeting of March 15, 2021 REVIEW DEADLINE: March 26, 2021 (60-days) 1.PROPOSED MOTION: Move to approve the resolution approving the Final Plat and Development Agreement for Oneka Place 5th Addition. Approval of the Final Plat and Development Agreement requires a 3/5 vote of the City Council. 2.DESCRIPTION OF REQUEST: The applicant is requesting approval of a final plat and development agreement to plat 14 residential lot from the Oneka Place preliminary plat. This will develop 4.5 acres in property legally described as Outlot A, Oneka Place 4th Addition.The sites are currently vacant. 3.BACKGROUND: The City Council approved the preliminary plat and PUD for Oneka Place at its May 21, 2018 meeting which included 177 residential lots. This final plat will plat 14 residential lots from the Oneka Place preliminary plat. The lots meet the minimum lot standards and requirements for the Oneka Place PUD. This is the last phase of the development. Park dedication has been stratified for the this development with the dedication of Outlot N, Oneka Place. Oneka Place 5th Addition Final Plat and Development Agreement Page 2 4.RECOMMENDATION: Staff recommends approval the resolution approving the Final Plat and Development Agreement for Oneka Place 5th Addition. ATTACHMENTS: a)Resolution Approving the Final Plat b)Location Map c)Engineer’s Memo dated March 9, 2021 d)Draft Development Agreement e)Final Plat Graphics stamp dated December 29, 2020 f)Landscape Plan dated June 6, 2018, revised February 14, 2019 g)Grading Plan dated June 1, 2018, revised December 29, 2020 h)Final Plat Construction Plans dated December 29, 2020 RESOLUTION 2021-____ APPROVING FINAL PLAT AND DEVELOPMENT AGREEMENT FOR CPDC – PRATT – OAKWOOD, LLP, ON PROPERTY LOCATED WEST OF ONEKA PARKWAY AND NORTH OF ETHAN TRAIL NORTH FOR ONEKA PLACE 5th ADDITION WHEREAS, CPDC – Pratt – Oakwood, LLP, has requested approval of a final plat development to allow construction of 14 single family lots on the property legally described as follows: Outlot A, Oneka Place 4th Addition WHEREAS, the Planning Commission has reviewed the preliminary plat and PUD at a duly called Public Hearing and recommends approval, and; WHEREAS, the City Council approved the preliminary plat and PUD at its meeting on May 21, 2018. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the request by CPDC – Pratt – Oakwood, LLP,, for a final plat and development agreement, subject to the following conditions: 1. A final plat is approved to allow the creation of 14 single family home lots, in accordance with the application and plans received December 29, 2020. except as amended by this resolution. 2. The development shall substantially comply with all plans and conditions of the preliminary plat and PUD approval granted by the City Council on May 21, 2018. 3. Development standards shall comply with Resolution 2018-14 and 2018-15, as amended. 4. The developer shall comply with all conditions outlined in the City Engineer’s memo dated _______________, and revisions required in “red-lined” comments from the City Engineer. 5. The developer shall design and install a storm water re-use system for the irrigation of the lots. 6. 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. 7. Staff will continue to work with the developer on the street lighting plan. Exact locations of the street lights shall be reviewed and approved by City staff prior to installation. The street lights shall be the Lantern style decorative light. Resolution 2021-___ Page 2 8. Prior to the release of the final plat for recording, the developer shall comply with the following conditions. a. The Final Plat shall be revised to include drainage and utility easements over all outlots. b. An HOA shall be established to own/operate/maintain the following: i. landscaping within the outlots, ii. landscaping along Oneka Parkway within the right-of-way, iii. landscaping on proposed residential lots, iv. all retaining walls, v. and the water re-use system. The HOA documents/covenants shall be reviewed and approved by staff. c. The storm water re-use system shall be reviewed and approved by staff. The storm water reuse system operation, encroachment, and maintenance agreement shall be reviewed and approved by City staff. d. The development shall comply with the Fire Chief’s requirements regarding fire flow calculations, the location of fire hydrants, fire department connections, and fire lane signage. e. The developer shall obtain all necessary stormwater management and WCA permits from the City. f. The developer shall obtain all necessary local, state, and federal permits. g. The developer shall enter into a development agreement, shall agree to complete all improvements, and pay all fees as required by the agreement. 9. Prior to the issuance of building permits, the developer shall comply with the following conditions. a. The applicant shall record the final plat, development agreement and all other documentation at Washington County and provide the City with proof of recording. 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. Resolution 2021-___ Page 3 ADOPTED by the City Council this 15th day of March, 2021 ______________________________ Tom Weidt, Mayor ATTEST: _______________________________ Michele Lindau, City Clerk Ethan Trail NorthOneka Par kway Nor t hEmpress Avenue North 1 5 9 th S tre e t N o rthPrairie T r a i l N o r t h Falcon Circle NorthFarnham Avenue NorthFairoaks Avenue North1 5 7 th S tre e t N o rthEnf i el d Avenue Nor t h162nd Street North Falcon Avenue North15 8th S tre et Nort hEverton Avenue NorthEur opa Avenue Nor t h162nd C ourt N orthEthan Court NorthEuropa Avenue North Fairoaks Avenue North15 8th S tre et N ort h 159th Street North E u r o p a A v e n u e N o rt h Oneka Plac e 5th A ddition Final Plat Location Map Hugo, MN Roads Hugo Border Parcel Boundary ¯0 500Feet1 in = 500 feet Document Path: S:\Mapping\Emily\LocationSite Maps\2021\Oneka Place 5th Final Plat.mxdSite S:\Users\E_Weber\AAA Council Reports\Oneka Place Final Plat\017419-000 LTR RJuba-Oneka 5th FP 030921.docx 178 E 9TH STREET | SUITE 200 | SAINT PAUL, MN | 55101 | 651.286.8450 | WSBENG.COM March 9, 2021 Ms. Rachel Juba Community Development Director City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Final Plat Review Oneka Place 5th Addition WSB Project No. 017419-000 Dear Ms. Juba: We have reviewed the final plat submittal for Oneka Place 5th Addition located near the northern extents of Oneka Parkway, on Europa Avenue north of Empress Avenue. In particular, we have reviewed the following plans related to this request: • Oneka Place 5th Addition Construction Plans dated 12/29/20 by Westwood Professional Services • Storm sewer design dated 12/29/20 by Westwood Professional Services • Grading Plan revised 12/29/20 by Westwood Professional Services • Final Plat by Westwood Professional Services Based on the review of the final plat documents, we offer the following comments related to this application: Final Plat 1. Drainage and Utility Easements are shown appropriately. Grading, Street, and Utility Plans 2. Staff has worked through a number of comments with Westwood Professional Services on street and utility construction plans and has a few remaining redline comments. We do not expect that any remaining plan changes will have an impact on the final plat. We will issue the construction plan approvals once the remaining comments have been resolved. 3. Water and sanitary sewer service will be extended from previous phases of this development. 4. The site grading for the current addition was completed in 2019 with the remainder of the Oneka Place development. Minor grading modifications may be required based on adjustments made as part of the 5th Addition. Stormwater Management 5. The applicant has submitted their Storm Water Management Plan for the site, meeting the appropriate storage, rate control, treatment, and volume reduction. The applicant is utilizing water reuse as a means to irrigate the development and meet a portion of the stormwater management requirements. It is anticipated 4-5 million gallons of groundwater will be Ms. Rachel Juba March 9, 2021 Page 2 conserved annually throughout the entire Oneka Place Development by use of stormwater reuse. The trunk water fee has been reduced by 35% due to the use of water reuse which is consistent with the initial phase of this development. 6. The stormwater reuse system will be located with lot-line drainage and utility easements, road right of way, and outlots. The system will be owned and operated by the Homeowners Association, and the City will have access to the system as needed for monitoring and operation. The applicant is meeting approximately 50% of the volume reduction requirement by utilizing water reuse. The remaining volume control requirement is met through the dead pool storage provided in the NURP ponds. 7. A water balance analysis has been submitted as part of the stormwater submittal identifying adequate water supply with the stormwater basins to sustain water reuse. 8. A detailed groundwater analysis has been submitted to identify the elevation of groundwater. The findings have been used to identify minimum floor elevations that provide required separation from groundwater. 9. Minor comments on the storm sewer layout and design have been provided to the applicant and will need to be addressed. Development Agreement 10. 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. 11. A credit to the trunk area charge based on the anticipated reduction in water demand by using stormwater reuse has been included as part of the Development Agreement. Thank you for the opportunity to provide comments on this project. Additional comments may be necessary following the review of the responses to these. If you have any questions, please do not hesitate to contact me at 651-286-8463. Sincerely, WSB Mark Erichson, PE City Engineer cc: Len Pratt, Pratt Homes (email only) John Bender, Westwood Professional Services (email only) Return To: City of Hugo 14669 Fitzgerald Ave N Hugo, MN 55038 CITY OF HUGO WASHINGTON COUNTY, MINNESOTA DEVELOPMENT AGREEMENT Oneka Place 5th Addition THIS AGREEMENT, made and entered into this _____ day of _______________, 2021 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 CPDC – Pratt – Oakwood, Limited Liability Partnership (hereinafter referred to as "Developer"). WITNESS: 2 WHEREAS, the City Council of the City has, by Resolution Number 2018-14 on May 21, 2018, approved the preliminary plat for a major subdivision as proposed by the Developer to be known as "Oneka Place" ; and, WHEREAS, the City Council of the City has, by Resolution Number 2018-15 on May 21, 2018, approved the PUD general plan for a major subdivision as proposed by the Developer to be known as "Oneka Place" ; and, WHEREAS, the City Council of the City has, by Resolution Number _______ on March 15, 2021, approved the final plat for a major subdivision as proposed by the Developer to be known as "Oneka Place 5th Addition" (hereinafter referred to as the "Plat"); and, WHEREAS, the Plat proposed a development of an approximately 4.5 acre parcel of land into 14 residential lots; 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, this development agreement applies to all of the residential lots within the Oneka Place 5th Addition plat, as legally described in Exhibit G. 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. 3 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 property 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. 4 d) Private Utilities: All private utilities that are installed, including electricity, telephone, natural gas and cable television, shall be installed underground. e) Mailboxes: Developer shall coordinate mailbox locations with the United States Postal Service. f) 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 Development property 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 Development, and any repairs necessary as a result of said inspection are complete and written approval issued. 5 6. Project Completion: The Improvements listed herein on Exhibit A, including street, sanitary sewer, storm sewer, and municipal water, shall be completed subject to the approval of the City in accordance with the approved plans. All Improvements shall be substantially completed to the reasonable satisfaction and approval of the City within 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. (f) The City receives a written request from the Developer to accept the Improvements. 8. Record Drawing Requirements and Engineer’s Certification. Following completion of all development activities and prior to the release of security and acceptance of Improvements, the Developer and/or their assignee shall provide to the City "as-built" plans for the Improvements listed on Exhibit A. This information shall be provided to the City in the following formats: (a) 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 6 (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 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. 11. Drainage Easements. a) Work within Easements: No improvements, landscaping, or grading, 7 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 Signage: Permanent signage shall be placed along wetland edges as outlined in the City’s General Specification and Standard Details Manual or approved equal by the City. 13. Lowest Floor Elevations. All minimum floor elevations shall comply with Section 90-171 of the Hugo Zoning Ordinance, the City’s Comprehensive Stormwater Management Plan, or the approved Grading, Drainage, and Erosion Control Plan, whichever is more restrictive. Except as may be specifically allowed under Exhibit A, no building shall be constructed on any of the lots herein unless the lowest floor elevation is at least three (3) feet above the 100-year flood elevation or four (4) feet above the high groundwater elevation, whichever is greater, for the subject property. Additionally, the lowest floor elevation shall be specifically referenced and designated, for each lot, on a certificate of survey, which survey shall be provided to the City before any building permits are issued for any lots within the 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 landscaping installed within the Plat shall be maintained by the Developer and its successors. All areas, other than proposed street areas, disturbed by grading activities on the site shall be seeded. Seeding shall be immediate upon completion of grading activities or as directed by the City Engineer. Seeding shall be completed as follows: 8 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 per the Final Landscape Plan dated June 6, 2018, and revised July 27, 2018. 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 approval is given subject to the following requirements: a) Expiration. The final plat documents for the Plat, which is the first phase of the Oneka Place 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. 9 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 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 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. 10 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 Developer. l) 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. 11 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: 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 12 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 and that it has authority to execute this Agreement, with consent from the other fee owner, and agree to the conditions hereof and to subject the land hereto. Developer also represents and warrants that the use for which this development is sought will not violate any restrictive covenants applying to the property. 3. Binding Effect. This Agreement shall be deemed to be a restrictive covenant and the terms and conditions hereof shall run with the land described herein and be binding on and inure to the benefit of the heirs, representatives and assigns of the parties hereto, and shall be binding upon all future owners of all or any part of the subdivision, and shall be deemed covenants running with the land. Reference herein to the Developers, if there be more than one, shall mean each and all of them. This Agreement shall be placed of record so as to give notice hereof to subsequent purchasers. The cost of said recording shall be borne by the Owner and charged against the escrow account. 4. Restrictions on Transfer/Indemnification. Developer agrees to defend and hold the City, and its officials, employees and agents, harmless against any and all claims, demands, lawsuits, judgments, damages, penalties, costs and expenses, including reasonable attorney's fees, arising out of actions or omissions by Developer, their employees and agents, in connection with the Project. No transfer or assignment shall be made without City approval and any assignment or transfer without such approval shall be void. 5. Incorporation by Reference. All general and special conditions, plans, special provisions, proposals, specifications and contracts for the 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. 13 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. 14 City of Hugo By________________________________ By__________________________________ Tom Weidt, Mayor Michele Lindau, Clerk STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this _____ day of __________________, 20__, before me, a Notary Public, personally appeared Tom Weidt, Mayor, and Michele Lindau, Clerk, of the City of Hugo, a Minnesota municipality within the State of Minnesota, and that said instrument was signed on behalf of the City of Hugo by the authority of the City Council of the City of Hugo, and Tom Weidt and Michele Lindau acknowledge said instrument to be the free act and deed of said City of Hugo. __________________________________________ Notary Public 15 Developer CPDC – Pratt – Oakwood, Limited Liability Partnership CPDC-Pratt-Oakwood Limited Liability Partnership (A Minnesota limited liability partnership) By: Pratt Investment Co., LLP (A Minnesota limited liability partnership) Its: Authorized Partner By:____________________________ Leonard Wallace Pratt Its: Authorized Partner STATE OF MINNESOTA ) ) ss. COUNTY OF ___________ ) The foregoing instrument was acknowledged before me on _____________, 2021, by Leonard Wallace Pratt, the Authorized Partner of Pratt Investment Co., LLP, a Minnesota limited liability partnership and the authorized partner of CPDC-Pratt-Oakwood Limited Liability Partnership, a Minnesota limited liability partnership, on behalf of each of the limited liability partnerships. ________________________________ (Notarial Seal) Notary Public 16 EXHIBIT A LIST OF DEVELOPMENT PLANS Sheet No. Plan Date Author 1-4 Final Plat Stamped December 29, 2020 Recorded at Washington County Westwood Professional Services, LLC 1 Construction Plans - Cover Grading, Drainage, and Erosion Control Plan Westwood Professional Services, LLC 2 Overall Development Westwood Professional Services, LLC 3-6 Grading, Drainage, and Erosion Control Plan Westwood Professional Services, LLC 7-8 Street Profiles Westwood Professional Services, LLC 9-10 Details Westwood Professional Services, LLC 1 Construction Plans - Cover Sanitary Sewer, Water Mains, Storm Sewer, and Streets Westwood Professional Services, LLC 2 Overall Westwood Professional Services, LLC 3-5 Sanitary & Water Main Construction Plan Westwood Professional Services, LLC 6-9 Street and Storm Sewer Construction Plan Westwood Professional Services, LLC 10 Intersection Details Westwood Professional Services, LLC 11-12 Details Westwood Professional Services, LLC 1 Final Landscape Plan 6-05-18, revised 01-31-19 Westwood Professional Services, LLC 2-5 Final Landscape Detail 6-05-18, revised 01-31-19 Westwood Professional Services, LLC 3 Final Landscape Notes and Details 6-05-18, revised 01-31-19 Westwood Professional Services, LLC 2 Water Re-Use Map Irrigation Doctor Inc. 17 EXHIBIT B APPROVAL CONDITIONS 1. A final plat is approved to allow the creation of 14 single family home lots, in accordance with the application and plans received December 29, 2020. except as amended by this resolution. 2. The development shall substantially comply with all plans and conditions of the preliminary plat and PUD approval granted by the City Council on May 21, 2018. 3. Development standards shall comply with Resolution 2018-14 and 2018-15, as amended. 4. The developer shall comply with all conditions outlined in the City Engineer’s memo dated _______________, and revisions required in “red-lined” comments from the City Engineer. 5. The developer shall design and install a storm water re-use system for the irrigation of the lots. 6. 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. 7. Staff will continue to work with the developer on the street lighting plan. Exact locations of the street lights shall be reviewed and approved by City staff prior to installation. The street lights shall be the Lantern style decorative light. 8. Prior to the release of the final plat for recording, the developer shall comply with the following conditions. a. The Final Plat shall be revised to include drainage and utility easements over all outlots. b. An HOA shall be established to own/operate/maintain the following: i. landscaping within the outlots, ii. landscaping along Oneka Parkway within the right-of-way, iii. landscaping on proposed residential lots, iv. all retaining walls, v. and the water re-use system. The HOA documents/covenants shall be reviewed and approved by staff. c. The storm water re-use system shall be reviewed and approved by staff. The storm water reuse system operation, encroachment, and maintenance agreement shall be reviewed and approved by City staff. 18 d. The development shall comply with the Fire Chief’s requirements regarding fire flow calculations, the location of fire hydrants, fire department connections, and fire lane signage. e. The developer shall obtain all necessary stormwater management and WCA permits from the City. f. The developer shall obtain all necessary local, state, and federal permits. g. The developer shall enter into a development agreement, shall agree to complete all improvements, and pay all fees as required by the agreement. 9. Prior to the issuance of building permits, the developer shall comply with the following conditions. a. The applicant shall record the final plat, development agreement and all other documentation at Washington County and provide the City with proof of recording. 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. 19 EXHIBIT C ESCROWS, FEES AND CHARGES a) Escrow for City Costs and Fees. Developer shall deposit sufficient escrow with the City as outlined in Section A. 1. The required beginning balance in the account is calculated at $18,600.00 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. 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 $424,988. 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) Storm Water Trunk Fee. The Developer shall pay the City a Storm Water Trunk Fee in the amount of $13,752.00. This sum is calculated to be $0.07 per square foot for the 196,456 square feet of net developable area within the Plat. This fee shall be paid before the Plat is signed by the City. d) Storm Water Ponding Fee. The storm water ponding requirement has been met by the Developer through the incorporation of on-site ponding. No storm water ponding fee will be applied. e) Snow Plowing. 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 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 $225($0.50 x 450 = $225). f) Street Maintenance. The Developer shall post a one-time lump sum cash escrow with the City in the amount of $1,800.00 to cover the cost of the first maintenance of the streets in the Plat. This sum is calculated to be $4.00 per foot for the 450 feet of streets within the Plat. g) Park Dedication. Park dedication has been satisfied with dedication of Outlot N, Oneka Place. h) Cul-de-sac Escrow. N/A 20 i) Escrow for Street Signage. Developer shall deposit $0.00 into an escrow account with the City. This amount represents an estimated cost of $500/sign for 0 signs to be installed within the development. j) WCA Escrow. N/A k) Sanitary Sewer Trunk Fee. The developer shall pay the City a sanitary sewer trunk fee in the amount of $22,848.00. This sum is calculated to be $1,632.00 per lot for the 14 residential lots within this phase. l) Water Trunk Fee. The Developer shall pay the City water trunk fee in the amount of $17,836.00. 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 35%, resulting in a trunk water fee amount of $1,274 per lot. The total is based on the reduced per unit fee applied to the 14 lots in the plat. m) Sanitary Sewer Oversizing. N/A n) Watermain Oversizing. N/A 21 EXHIBIT 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. 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. 22 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. By: Its 23 EXHIBIT E CERTIFICATE OF INSURANCE PROJECT: CERTIFICATE HOLDER: City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 INSURED: ADDITIONAL INSURED: City of Hugo AGENT: WORKERS’ COMPENSATION: Policy No. Effective Date: Expiration Date: Insurance Company: COVERAGE – Workers’ Compensation, Statutory. GENERAL LIABILITY: Policy No. Effective Date: Expiration Date: Insurance Company: ( ) Claims Made ( ) Occurrence LIMITS: [Minimum] Bodily Injury and Death: $500,000 for one person $1,000,000 for each occurrence 24 Property Damage: $200,000 for each occurrence -OR- Combination of Single Limit Policy $1,000,000 or 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 LIMITS: [Minimum] Bodily Injury: $500,000 each person $1,000,000 each occurrence Property Damage: 25 $500,000 each person -OR- Combined Single Limit Policy: $1,000,000 each occurrence ARE ANY DEDUCTIBLES APPLICABLE TO BODILY INJURY OR PROPERTY DAMAGE ON ANY OF THE ABOVE COVERAGES: If so, list: Amount: $ [Not to exceed $1,000.00] SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL MAIL THIRTY (30) DAYS WRITTEN NOTICE TO THE PARTIES TO WHOM THIS CERTIFICATE IS ISSUED. Dated at on BY: Authorized Insurance Representative 26 EXHIBIT F MORTGAGEE CONSENT TO DEVELOPMENT AGREEMENT Alliance Bank, a Minnesota banking corporation, which holds a mortgage on all or part of the subject property, the development of which is governed by the foregoing Development Agreement, affirms and consents to the provisions thereof and agrees that the foregoing Development Agreement shall remain in full force and effect even if it forecloses its mortgage(s). Dated the ____ day of __________, 2018. ALLIANCE BANK a Minnesota banking corporation By R. Scott Johnson Its Vice President STATE OF MINNESOTA ) )SS COUNTY OF ____________ ) The foregoing instrument was acknowledged and sworn to before me this ____ day of ________________, 2018, by R. Scott Johnson the Vice President of Alliance Bank, a Minnesota banking corporation, on behalf of the banking corporation. __________________________________ Notary Public 27 EXHIBIT G Legal Description Outlot A, Oneka Place 4th Addition Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 · · · Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 x x x x x x x x x x x x x x x x x Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 x x x x x x x x x Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 x x x x x x x x x Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 x x x x x x x x x Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 x x x x x x x x x Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 Agenda Number I.2 CITY OF HUGO COMMUNITY DEVELOPMENT DEPARTMENT PLANNING AND ZONING APPLICATION STAFF REPORT TO: Bryan Bear, City Administrator FROM: Rachel Juba, Community Development Director SUBJECT: OP5 Adelaide, LLC (Excelsior Group). Adelaide Landing 6th Addition Final Plat and Development Agreement DATE: March 5, 2021, for the City Council Meeting of March 15, 2021 1. PROPOSED MOTION: Move to approve the resolution approving the Final Plat for Adelaide Landing 6th 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 46 lots and 1 outlot on a parcel located east of Highway 61 and north of 130th Street, which will complete the development. The sites are currently vacant. 3. BACKGROUND: The City Council reviewed the preliminary plat and PUD for Adelaide Landing at its May 1, 2017 meeting. This final plat request will plat the remaining 46 lots and 1 outlot from the Adelaide Landing preliminary plat. This is the final phase of the development. 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 $51,888 ($1,128 per unit). The park dedication fee is reduced to accommodate for a portion of the land that was dedicated for the public park in the development. 4. RECOMMENDATION: Staff recommends approval the resolution approving the Final Plat and Development Agreement for Adelaide Landing 6th Addition. Adelaide Landing 6th Addition Final Plat and Development Agreement Page 2 ATTACHMENTS: a) Location Map b) Resolution Approving the Final Plat c) Engineer’s Memo dated March 11, 2021 d) Draft Development Agreement e) Final Plat Graphics stamp dated January 15, 2021 f) Landscape Plan dated December 18, 2020 g) Final Plat Construction Plans a. Utilities and Streets: dated January 15, 2021 b. Grading: dated January 15,2021 130th Street NorthForest Boulevard North135th Street North F l a y Ro a d No rt h Fondant Trail North130th Way NorthFiona Avenue North137th Street North 131st S treet Nor th 126th Street NorthFerrara Avenue North128th Street North 129th Drive North Freeland Avenue North130th Lane North Egg Lake Road North Fiona Road North129th Street North134th Street North127th Street NorthFletcher Lane NorthFoxhill Avenue North131st Court North135th Court NorthFiona Circle North 12 8th S tre et N ort h Fondant Trail North Adelaide 6th Addition Final Plat Location Map Hugo, MN Roads Hugo Border Parcel Boundary ¯0 625Feet1 in = 625 feet Document Path: S:\Mapping\Emily\LocationSite Maps\2021\Adelaide 6th Addition Final Plat.mxdSite RESOLUTION 2021-____ APPROVING A FINAL PLAT AND DEVELOPMENT AGREEMENT FOR OP5 ADELAIDE, LLC FOR ADELAIDE LANDING 6th ADDITION WHEREAS, OP5 Adelaide, LLC, has requested approval of a final plat for the property legally described as follows: Outlot F Adelaide Landing, Oulot E Adelaide Landing 2nd Addition, and Outlot C, Adelaide Landing 5th Addition 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 46 single family lots and a outlot, in accordance with the plans and application received by the City on January 15, 2021, and, except as amended by this resolution. 2. The development shall substantially compl y with all plans and conditions of the PUD and preliminary plat approval granted by the City on May 1, 2017 and PUD Amendment on May 6, 2019 and January 6, 2020. 3. Development standards shall comply with Resolution 2017-10, 2017-11, 2019-21, and 2020-3, as amended. 4. The developer shall comply with all conditions outlined in the City Engineer’s memo dated March 11, 2021, 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 is a ditch. The outlot will be deeded to the City with the recording of the final plat. 6. The developer shall design and install a stormwater re-use system for irrigation of the individual lots. Resolution 2020-__ Adelaide Landing 6th Addition Final Plat and Development Agreement 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 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. 9. 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. 10. 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. 11. The developer shall obtain all necessary local, state, and federal permits. 12. Prior to recording the final plat: a) The developer must obtain all necessary stormwater management and wetland conservation act (WCA) permits from the City and other agencies. b) The developer shall pay $51,888 ($1,128 per unit) in full to satisfy the required cash in lieu of parkland dedication requirement. c) 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. d) The developer shall enter into a development agreement, shall agree to complete all improvements, and pay all fees as required by the agreement. e) The street names shall be included on all sheets of the final plat. f) The grading plan shall be revised to include 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. The grading plan shall be reviewed and approved by the City Engineer. 13. Prior to the issuance of building permits: g) The applicant shall file the final plat, development agreement and associated documents with Washington County. Proof of recording shall be provided to the City. h) The applicant shall submit three full sets of approved final plans to the City. Resolution 2020-__ Adelaide Landing 6th Addition Final Plat and Development Agreement i) If a sales trailer is located in the property, a site plan and building elevations shall be submitted for City review and approval. 14. Prior to the issuance of Certificate of Occupancy: j) The trails shown on the plans shall be installed. ADOPTED by the City Council on March 15, 2021. ___________________________ Tom Weidt, Mayor ATTEST: _________________________________ Michele Lindau, City Clerk S:\Users\R_Juba\DEVELOPMENT PROJECTS\Adelaide Landing\Adelaide Landing\Adelaide Landing 6th Add Final Plat\LTR - Adelaide Landing 6th FP - 031121.docx 178 E 9TH STREET | SUITE 200 | SAINT PAUL, MN | 55101 | 651.286.8450 | WSBENG.COM March 11, 2021 Ms. Rachel Juba City Planner City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Final Plat Review Adelaide Landing 6th Addition WSB Project No. 017525-000 Dear Ms. Juba: 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: • Construction Plans for Sanitary Sewer, Watermain, Storm Sewer, and Streets dated 01/15/2021 by Westwood Professional Services • Storm Sewer Design dated 01/15/21 by Westwood Professional Services • Adelaide Landing Grading, Drainage, and Erosion Control Plans • Adelaide 6th Addition Plat submitted January 15, 2021 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. 2. Drainage and Utility easements shall be placed over outlot A. 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. Grading, Street, and Utility Plans 4. Previously Approved grading plans allowed for the continuation of mass grading outside of the first, second, third, fourth and fifth phases. Grading in the southeastern portion of the site was not previously approved. The development team was required to provide additional survey and confirmation that there will not be any drainage concerns caused by proposed grading. The applicant has included this information and grading in the Construction Plans. Wetland 5. Appropriate permitting has been acquired. Ms. Rachel Juba March 11, 2021 Page 2 Stormwater 6. Stormwater permitting was completed with the overall development. Minor comments on the storm sewer layout and design have been provided to the applicant to address. Thank you for the opportunity to provide comments on this project. Additional detailed red-lined comments have been provided to the applicant’s 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) Liz Finnegan, Senior Engineering Technician (email only) Steph Griffin, Excelsior Group (email only) John Bender, Westwood Professional Services (email only) Return To: City of Hugo 14669 Fitzgerald Ave N Hugo, MN 55038 CITY OF HUGO WASHINGTON COUNTY, MINNESOTA DEVELOPMENT AGREEMENT Adelaide Landing 6th 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: Adelaide Landing 6th Addition 2 WHEREAS, the City Council of the City has, by Resolution Number 2017-11 on May 1, 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 2019-21 on Mary 6, 2019, approved a PUD amendment for the major subdivision; and WHEREAS, the City Council of the City has, by Resolution Number 2021-___ on March 15, 2021, approved the final plat for a major subdivision as proposed by the Developer to be known as " Adelaide Landing 5th Addition " (hereinafter referred to as the "Plat"); and, WHEREAS, the Plat proposed a development of an approximately 22.6 acre parcel of land into 46 residential lots and1 outlot; 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 Adelaide Landing 6th Addition 3 the account and to cover projected City costs. Specifically, Developer agrees that the escrow account shall maintain a balance of no less than $5,000.00. Developer shall be entitled, upon request, to an itemized statement of all costs and fees charged against this escrow account. 2. Development Plans. In accordance with the policies and ordinances of the City, and subject to all City resolutions and approvals in connection herewith, the Developer shall 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 Adelaide Landing 6th Addition 4 to the issuance of a building permit for such lot. d) Private Utilities: All private utilities that are installed, including electricity, telephone, natural gas and cable television, shall be installed underground. e) Mailboxes: Developer shall coordinate mailbox locations with the United States Postal Service. f) 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. Adelaide Landing 6th Addition 5 6. Project Completion: The Improvements listed herein on Exhibit A, including street, sanitary sewer, storm sewer, and municipal water, shall be completed subject to the approval of the City in accordance with the approved plans. All Improvements shall be substantially completed to the reasonable satisfaction and approval of the City within 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. (f) The City receives a written request from the Developer to accept the Improvements. 8. Record Drawing Requirements and Engineer’s Certification. Following completion of all development activities and prior to the release of security and acceptance of Improvements, the Developer and/or their assignee shall provide to the City "as-built" plans for the Improvements listed on Exhibit A. This information shall be provided to the City in the following formats: (a) 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 Adelaide Landing 6th Addition 6 basins, hydrants, property corners or other permanent objects). (d) Top of casting and invert elevation for all structures. (e) All pipe sizes, material type, pipe classification, grades and lengths (f) All horizontal and vertical curve data in the appropriate location on the plans. (g) Televised report of the sanitary sewer with videotape. (h) Swing ties to any manhole or catch basin outside the roadway area. (i) A text file including the x, y and z coordinates (based on Washington County’s coordinate system) for the following: 1. All curb stops 2. All hydrants 3. All gate valves 4. All manholes located outside of the roadway 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 Adelaide Landing 6th Addition 7 funds as outlined in Exhibit C prior to the City’s public works department beginning the installation. 11. Drainage Easements. a) Work within Easements: No improvements, landscaping, or grading, other than Improvements shown on the approved plans, shall be permitted in dedicated drainage easements without the prior written permission of the City and any regulatory agency having jurisdiction. b) Maintenance Responsibilities: The Developer and its successors in interest, 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 Signage: Permanent signage shall be placed along wetland edges as outlined in the City’s General Specification and Standard Details Manual or approved equal by the City. 13. Lowest Floor Elevations. All minimum floor elevations shall comply with Section 90-171 of the Hugo Zoning Ordinance, the City’s Comprehensive Stormwater Management Plan, or the approved Grading, Drainage, and Erosion Control Plan, whichever is more restrictive. Except as may be specifically allowed under Exhibit A, no building shall be constructed on any of the lots herein unless the lowest floor elevation is at least three (3) feet above the 100-year flood elevation or four (4) feet above the high groundwater elevation, whichever is greater, for the subject property. Additionally, the lowest floor elevation shall be specifically referenced and designated, for each lot, on a certificate of survey, which survey shall be provided to the City before any building permits are issued for any lots within the 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 Adelaide Landing 6th Addition 8 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 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 Adelaide Landing 6th Addition 9 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 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 Adelaide Landing 6th Addition 10 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 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. Adelaide Landing 6th Addition 11 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 Developer. l) 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. Adelaide Landing 6th Addition 12 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: 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. Adelaide Landing 6th Addition 13 3. Binding Effect. This Agreement shall be deemed to be a restrictive covenant and the terms and conditions hereof shall run with the land described herein and be binding on and inure to the benefit of the heirs, representatives and assigns of the parties hereto, and shall be binding upon all future owners of all or any part of the subdivision, and shall be deemed covenants running with the land. Reference herein to the Developers, if there be more than one, shall mean each and all of them. This Agreement shall be placed of record so as to give notice hereof to subsequent purchasers. The cost of said recording shall be borne by the Owner and charged against the escrow account. 4. Restrictions on Transfer/Indemnification. Developer agrees to defend and hold the City, and its officials, employees and agents, harmless against any and all claims, demands, lawsuits, judgments, damages, penalties, costs and expenses, including reasonable attorney's fees, arising out of 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 6th Addition 14 City of Hugo By________________________________ By__________________________________ Tom Weidt, Mayor Michele Lindau, Clerk STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this _____ day of __________________, 2021, before me, a Notary Public, personally appeared Tom Weidt, Mayor, and Michele Lindau, Clerk, of the City of Hugo, a Minnesota municipality within the State of Minnesota, and that said instrument was signed on behalf of the City of Hugo by the authority of the City Council of the City of Hugo, and Tom Weidt and Michele Lindau acknowledge said instrument to be the free act and deed of said City of Hugo. __________________________________________ Notary Public Adelaide Landing 6th Addition 15 Developer OP5 Adelaide, LLC By________________________________ Benjamin Schmidt Its: Vice President STATE OF MINNESOTA ) ) ss. (Corporate Notary) COUNTY OF WASHINGTON) On this _____ day of _________________, 2021, 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. __________________________________________ Notary Public DRAFTED BY: David K. Snyder Johnson & Turner 56 East Broadway Avenue #206 Forest Lake, MN 55025 Adelaide Landing 6th Addition 16 EXHIBIT A LIST OF DEVELOPMENT PLANS Sheet No. Plan Date Author 1-7 Final Plat Recorded at Washington County Westwood Professional Services, LLC 1 Construction Plans- Cover Grading, Drainage, and Erosion Control Plan Westwood Professional Services, LLC 2 Overall Westwood Professional Services, LLC 3-6 Grading, Drainage, and Erosion Control Plan Westwood Professional Services, LLC 7 Street Profiles Westwood Professional Services, LLC 8-9 Details Westwood Professional Services, LLC 1 Construction Plans – Cove Sanitary Sewer, Water Mains, Storm Sewer, and Streets Westwood Professional Services, LLC 2 Overall Westwood Professional Services, LLC 3-7 Sanitary Sewer and Water Main Construction Plan Westwood Professional Services, LLC 8-13 Street and Storm Sewer Construction Plan Westwood Professional Services, LLC 14 Storm Sewer Construction Westwood Professional Services, LLC Adelaide Landing 6th Addition 17 15-16 Intersection Details Westwood Professional Services, LLC 17-19 Details Westwood Professional Services, LLC 1-4 Final Landscape Plan Westwood Professional Services, LLC 1 Trail Plan Westwood Professional Services, LLC 1-14 Water Re-Use Plan June 13, 2019, revised February 21, 2019 MTI Distributing Adelaide Landing 6th Addition 18 EXHIBIT B APPROVAL CONDITIONS 1. The final plat is approved to allow the creation of 46 single family lots and a outlot, in accordance with the plans and application received by the City on January 15, 2021, and, 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 and PUD Amendment on May 6, 2019 and January 6, 2020. 3. Development standards shall comply with Resolution 2017-10, 2017-11, 2019-21, and 2020-3, as amended. 4. The developer shall comply with all conditions outlined in the City Engineer’s memo dated March 11, 2021, 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 is a ditch. The outlot will be deeded to the City with the recording of the final plat. 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 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. Adelaide Landing 6th Addition 19 9. 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. 10. 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. 11. The developer shall obtain all necessary local, state, and federal permits. 12. Prior to recording the final plat: a) The developer must obtain all necessary stormwater management and wetland conservation act (WCA) permits from the City and other agencies. b) The developer shall pay $51,888 ($1,128 per unit) in full to satisfy the required cash in lieu of parkland dedication requirement. c) 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. d) The developer shall enter into a development agreement, shall agree to complete all improvements, and pay all fees as required by the agreement. e) The street names shall be included on all sheets of the final plat. f) The grading plan shall be revised to include 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. The grading plan shall be reviewed and approved by the City Engineer. 13. Prior to the issuance of building permits: Adelaide Landing 6th Addition 20 g) The applicant shall file the final plat, development agreement and associated documents with Washington County. Proof of recording shall be provided to the City. h) The applicant shall submit three full sets of approved final plans to the City. i) If a sales trailer is located in the property, a site plan and building elevations shall be submitted for City review and approval. 14. Prior to the issuance of Certificate of Occupancy: j) The trails shown on the plans shall be installed. Adelaide Landing 6th Addition 21 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 $64,336.00. 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 $1,854,423. 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) Storm Water Trunk Fee. The Developer shall pay the City a Storm Water Trunk Fee in the amount of $52,386.00. This sum is calculated to be $0.07 per square foot for the 748,361 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. d) Storm Water Ponding Fee. The storm water ponding requirement has been met by the Developer through the incorporation of on-site ponding. No storm water ponding fee will be applied. e) Snow Plowing. 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 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 $1,287.50 ($0.50 x 2,575 = $1,287.50). f) Pavement Maintenance Fee. The Developer shall post a one-time lump sum cash escrow with the City in the amount of $10,300 to cover the cost of the first pavement maintenance method of the streets in the Plat. This sum is calculated to be $4.00 per foot for the 2,575 feet of streets within the Plat. Adelaide Landing 6th Addition 22 g) 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 46 lots within the Plat (i.e. total due $51,888). h) Cul-de-sac Escrow. N/A i) Escrow for Street Signage. Developer shall deposit $4,000.00 into an escrow account with the City. This amount represents an estimated cost of $500/sign for 8 signs to be installed within the development. j) WCA Escrow. N/A k) Sanitary Sewer Trunk Fee. The developer shall pay the City a sanitary sewer trunk fee in the amount of $75,072.00. This sum is calculated to be $1,632.00 per lot for the 46 residential lots within this phase. l) Water Trunk Fee. The Developer shall pay the City water trunk fee in the amount of $54,096.00. 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 46 lots in the plat. m) Watermain Oversizing Credit. The Developer shall be provided a credit for watermain oversizing in the amount of $33,386.00. To be credited when the public improvements are accepted by the City. Adelaide Landing 6th Addition 23 EXHIBIT 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 ________________, 20__, 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 6th Addition 24 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. By: Its Adelaide Landing 6th Addition 25 EXHIBIT E CERTIFICATE OF INSURANCE PROJECT: CERTIFICATE HOLDER: City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 INSURED: ADDITIONAL INSURED: City of Hugo AGENT: WORKERS’ COMPENSATION: Policy No. Effective Date: Expiration Date: Insurance Company: COVERAGE – Workers’ Compensation, Statutory. GENERAL LIABILITY: Policy No. Effective Date: Expiration Date: Insurance Company: ( ) Claims Made ( ) Occurrence LIMITS: [Minimum] Adelaide Landing 6th Addition 26 Bodily Injury and Death: $500,000 for one person $1,000,000 for each occurrence Property Damage: $200,000 for each occurrence -OR- Combination of Single Limit Policy $1,000,000 or 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 6th Addition 27 LIMITS: [Minimum] Bodily Injury: $500,000 each person $1,000,000 each occurrence Property Damage: $500,000 each person -OR- Combined Single Limit Policy: $1,000,000 each occurrence ARE ANY DEDUCTIBLES APPLICABLE TO BODILY INJURY OR PROPERTY DAMAGE ON ANY OF THE ABOVE COVERAGES: If so, list: Amount: $ [Not to exceed $1,000.00] SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL MAIL THIRTY (30) DAYS WRITTEN NOTICE TO THE PARTIES TO WHOM THIS CERTIFICATE IS ISSUED. Dated at on BY: Authorized Insurance Representative Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 Date:Sheet: forProject number: Prepared by: Contact: for for forPhone(952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 Prepared for:DATENO.SHEETSREVISION 1 of 1401/15/21 Adelaide Landing 6th Addition Hugo, MN CONSTRUCTION PLANS CONSTRUCTION PLANS Phone: 952-525-3239 Contact: Steph Griffin Hugo, MN Adelaide Landing 6th Addition St. Louis Park, MN 55416 1660 Highway 100 South, Suite 400 OP5 Adelaide LLC John H. Bender 0008463.06 Sanitary Sewer, Watermain, Storm Sewer and Streets Sanitary Sewer, Watermain, Storm Sewer and Streets© 2020 Westwood Professional Services, Inc.N:\0008463.06\DWG\CIVIL\UTIL\0008463.06CVF01.DWGADELAIDE LANDING 6TH ADDITION 61 Vicinity Map (Not to Scale)Goodview Ave N130th St NForest Blvd NSHEET LIST TABLE Sheet Number Sheet Title 1 Cover 2 Overall Utility Plan 3 Sanitary Sewer and Watermain Construction Plan 4 Sanitary Sewer and Watermain Construction Plan 5 Sanitary Sewer and Watermain Construction Plan 6 Street and Storm Sewer Construction Plan 7 Street and Storm Sewer Construction Plan 8 Street and Storm Sewer Construction Plan 9 Storm Sewer Construction Plan 10 Intersection Details 11 Details 12 Details 13 Details 14 Grading & Erosion Control Plan - 6th Addition .... STMH 609 STMH 501 EX CBMH 205 CB 613 CBMH 612 EX CBMH 196 EX CBMH 197 STMH 502 CBMH 610 CB 611 CB 509 CBMH 508 CBMH 506 STMH 510 STMH 505 CB 507 CB 504 CBMH 503 CBMH 511 CB 512 CB 551 CBMH 550 EX CBMH 5907 FES 500 EX FES 195 OCS 521 EX FES 5900 FES 520 FUT OCS 701 FUT FES 702 FES 522 FUT FES 700 DROP MH 01 MH 13 EX MH 35 MH 12 MH 02 MH 03 MH 09 MH 10 MH 11 MH 06MH 05 MH 04 MH 07 MH 08 SEE SHEET 4 & 7 SEE SHEET 5 & 8SEE SHEET 5 & 8SEE SHEET 9SEE SHEET 9FES 560 FES 561 EX STMH 5901 EX CBMH 5905 EX CBMH 5906EX CB 5805 EX CBMH 5804EX CBMH 5803 EX CBH 5802 EX CBMH 5801 EX FES 5800 EX CBMH 201 STUB 202A CB 203 EX CBMH 202 EX STMH 204 EX CB 212 EX CBMH 211 EX STMH 213 CB 206 EX CBMH 205-2 EX FES 200 MH 14 EX MH 17 EX MH 16 EX MH 15 SEE SHEET 3 & 6Sheet: Revisions: OF Record Drawing by/date: Drawn: Checked: Designed: Date:License No. Date: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 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. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Prepared for:© 2020 Westwood Professional Services, Inc.N:\0008463.06\DWG\CIVIL\UTIL\0008463.06OAF01.DWGLatest Revision Date: 01/15/21 CONSTRUCTION PLANS 2 14 St. Louis Park, MN 55416 OP5 Adelaide LLC 1660 Highway 100 South, Suite 400 Overall Utility Plan Hugo, MN 01/15/21 Adelaide Landing 6th Addition ADELAIDE LANDING 6TH ADDITION Storm Sewer Sanitary Sewer Hyd. w\Valve Water FUTURE Hyd. w\Valve Sanitary Sewer Storm Sewer Water EXISTING Sanitary Sewer Water Hyd. w\Valve Storm Sewer PROPOSED STORM SEWER CASTING SCHEDULE STRUCTURE NUMBER DIA.TYPE CASTING TYPE Draintile * STORM STRUCTURES WITHIN 10' OF WATERMAIN TO HAVE WATER TIGHT CONNECTIONS PER MDH REQUIREMENTS. SEE WATERSTOP GROUTING RINGS DETAIL NOTE: CONTRACTOR TO REFERENCE CITY GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION. 203 2'x3'CB R-3067-V Draintile 206 27"CB R-4342 500 18"FES - 501 60"STMH R-1642B 502 48"STMH R-1642B 503 48"CBMH R-3067-VB 504 2'x3'CB R-3067-VB 505 48"STMH R-1642B 506 48"CBMH R-3067-VB 507 2'x3'CB R-3067-VB 508 48"CBMH R-3067-V 509 48"CB R-3067-V 510 48"STMH R-1642B 511 48"CBMH R-3501-TL 512 2'x3'CB R-3067-V 520 18"FES - 521 60"OCS SEE DETAIL 522 18"FES - 550 551 48"CBMH R-4342 27"CB R-4342 609 48"STMH R-1642B 610 2'x3'CBMH R-3067-V 611 2'x3'CB R-3067-VB 612 48"CBMH R-3067-VB 613 2'x3'CB R-3067-VB * 560 15"FES - 561 15"FES - 4" PVC SANITARY SERVICE (TYP.) 1" COPPER SERVICE w/ CURB STOP (TYP.) HYD w/AUX VALVE 10' - 6" DIP 8" x 6" REDUCER GRND ELEV = 943.7 REMOVE PLUG & CONNECT TO EX. 8" WM REMOVE PLUG & CONNECT TO 8" SAN IE = 931.71 932.6 WYE = 0+35 942.9 932.7 WYE = 1+01 943.3 933.1 WYE = 1+69 943.7 933.8 WYE = 2+33 944.0 934.3 WYE = 2+72 944.3 934.3 WYE = 2+99 944.4 934.3 WYE = 2+93 944.5 934.3 WYE = 2+81 944.5 933.8 WYE = 2+25 944.1 933.1 WYE = 1+62 943.8 932.7 WYE = 0+95 943.4 932.5 WYE = 0+24 942.8 931.4 WYE = 0+72 942.3 MH 14 EX MH 15 EX MH 17 EX MH 16 8" - 45° BEND FLINT CIR N (STREET 4) 915 920 925 930 935 940 945 950 955 915 920 925 930 935 940 945 950 955 0+001+002+003+004+005+006+007+008+00 EX. MH IE (NE) = 930.84 IE (SE) = 930.74 STA 1+00 RE = 940.67 D = 9.93 100' - 8" PVC @ 0.40% EX. MH IE (NE) = 931.34 IE (SW) = 931.24 STA 2+00 RE = 941.27 D = 10.03 47' - 8" PVC @ 0.40% 20' - 8" PVC @ 0.40% REMOVE PLUG & CONNECT TO 8" SAN IE = 931.71 287' - 8" PVC SDR 35 @ 0.40% MH 14 IE (SW) = 932.86 STA 5+72 RE = 943.52 D = 10.66 EX. MH IE (NE) = 931.63 IE (SW) = 931.53 STA 2+47 RE = 941.56 D = 10.03 292' - 8" DIP CL 52 WM w/POLYWRAP - 7.5' MIN COVER EXISTING STORM SEWER (TYP.) Sheet: Revisions: OF Record Drawing by/date: Drawn: Checked: Designed: Date:License No. Date: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 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. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Prepared for:© 2020 Westwood Professional Services, Inc.N:\0008463.06\DWG\CIVIL\UTIL\0008463.06UTF01.DWGLatest Revision Date: 01/15/21 CONSTRUCTION PLANS 3 14 St. Louis Park, MN 55416 OP5 Adelaide LLC 1660 Highway 100 South, Suite 400 Sanitary Sewer and Watermain Construction Plan Hugo, MN 01/15/21 Adelaide Landing 6th Addition ADELAIDE LANDING 6TH ADDITION XXX.X WYE=X+XX A NOTE SANITARY SEWER SERVICE STUBS TYPICALLY 3' DOWNSTREAM OF WATER SERVICE CURB STOP. SANITARY SEWER AND WATER SERVICES SHALL EXTEND 10' BEYOND THE R/W LINE. SANITARY SEWER SERVICES SHALL BE SCHEDULE 40 GLUE TOGETHER PIPE. CORPORATION STOP SHALL BE THREADED INTO THE WATERMANIN (NO SADDLES). 1" COPPER WATER SERVICE SHALL BE TYPE K. ALL WATERMAIN INCLUDING HYDRANT LEADS SHALL BE DUCTILE IRON . ALL WATERMAIN AND APPURTENANCES SHALL BE POLY WRAPPED. STUB WATERMAIN PLUGS SHALL BE EQUIPPED WITH AN AIR BLEED SYSTEM. SEE CITY DETAIL HU-W-6. USE CORE BLUE BOLTS FOR ALL FITTING CONNECTIONS. THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM XXX.XX GENERAL NOTES DENOTES SANITARY SEWER SERVICE INVERT @ 10' OUTSIDE ROW. DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. DENOTES CURB STOP ELEVATION. FLAG HYDRANTS. EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. SEE CITY DETAIL HU-SS-2. MAINTAIN 10 FT HORIZONTAL SEPARATION BETWEEN WATERMAIN AND SANITARY SEWER. MAINTAIN 1.5 FT VERTICAL SEPARATION BETWEEN ALL UTILITY CROSSINGS. SEE CITY DETAIL HU-W-5. WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FT., INSULATE CROSSING. SEE CITY DETAIL HU-W-5. WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED SANITARY SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM SANITARY PIPE OF 1.5 FT. SEE CITY DETAIL HU-W-5. B 131ST STREET N | GENEVA AVE N (STREET 8) 910 915 920 925 930 935 940 945 950 910 915 920 925 930 935 940 945 950 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 25+50 EX. MH IE (E) = 913.32 IE (W) = 913.22 STA 12+23 RE = 941.28 D = 28.06 44' - 8" PVC @ 0.40% 149' - 8" PVC C-900 @ 0.40% DROP MH 01 IE (S) = 926.15 IE (E) = 914.20 IE (W) = 914.10 STA 14+16 RE = 942.17 D = 28.07 284' - 8" PVC C-900 @ 0.40% MH 02 IE (E) = 915.43 IE (W) = 915.33 STA 17+00 RE = 941.15 D = 25.81 250' - 8" PVC SDR 26 @ 0.40% MH 03 IE (E) = 916.53 IE (W) = 916.43 STA 19+50 RE = 940.36 D = 23.93 99' - 8" PVC SDR 26 @ 0.40% MH 04 IE (SE) = 917.03 IE (W) = 916.93 STA 20+50 RE = 939.21 D = 22.29 72' - 8" PVC SDR 26 @ 0.40% MH 05 IE (SE) = 917.42 IE (NE) = 917.42 IE (NW) = 917.32 STA 21+22 RE = 939.33 D = 22.01 59' - 8" PVC SDR 26 @ 0.40% MH 06 IE (SE) = 917.76 IE (NW) = 917.66 STA 21+82 RE = 939.65 D = 21.99 68' - 8" PVC SDR 26 @ 0.40% MH 07 IE (S) = 918.13 IE (NW) = 918.03 STA 22+50 RE = 938.66 D = 20.63 167' - 8" PVC SDR 26 @ 0.40% MH 08 IE (S) = 918.90 IE (N) = 918.80 STA 24+17 RE = 935.31 D = 16.52 53' - 8" PVC SDR 35 @ 0.40% 1.5' MIN SEPARATION PER CITY DETAIL HU-W-5 1.5' MIN SEPARATION PER CITY DETAIL HU-W-5 2.0' 453' - 12" DIP CL 52 WM w/POLYWRAP - 7.5' MIN COVER 30' - 12" DIP CL 52 WM w/POLYWRAP - EXTRA DEPTH 735' - 12" DIP CL 52 WM w/POLYWRAP - 7.5' MIN COVER 15.5' RISER15.5' RISER15.5' RISER14.5' RISER13.5' RISER13.5' RISER13.5' RISER13.5' RISER13.5' RISER12.5' RISER12.5' RISER11.5' RISER10.5' RISER9.5' RISER8.5' RISER6.5' RISER6.5' RISER4.5' RISER4.5' RISER2.4' 931.5 WYE = 0+45 15.5' RISER 942.5 932.0 WYE = 1+18 15.5' RISER 943.0 932.0 WYE = 0+28 15.5' RISER 943.1 931.7 WYE = 1+16 14.5' RISER 942.7 931.4 WYE = 2+01 13.5' RISER 942.3 931.3 WYE = 2+66 13.5' RISER 942.2 931.6 WYE = 0+67 13.5' RISER 942.7 931.6 WYE = 1+72 12.5' RISER 942.5 930.5 WYE = 0+06 11.5' RISER 941.4 928.1 WYE = 1+51 4.5' RISER 937.1 929.8 WYE = 0+62 6.5' RISER 938.8 930.5 WYE = 0+57 8.5' RISER 940.2 931.3 WYE = 2+71 13.5' RISER 941.6 931.6 WYE = 0+73 13.5' RISER 942.1 931.6 WYE = 1+78 12.5' RISER 941.7 930.5 WYE = 0+54 10.5' RISER 940.2 930.5 WYE =0+11 9.5' RISER 939.9 928.6 WYE = 0+74 6.5' RISER 937.6 926.9 WYE = 1+57 4.5' RISER 935.9 EX MH 35 REMOVE PLUG & CONNECT TO 8" SAN IE = 913.50 DROP MH 01 MH 02 MH 03 MH 04 MH 05 MH 06 MH 07 MH 08 8" SAN PLUG IE = 919.11 4" PVC SANITARY SERVICE (TYP.) 1" COPPER SERVICE w/CURB STOP (TYP.) HYD w/AUX. VALVE 9' - 6" DIP 12" x 6" TEE GRND ELEV. = 942.4 HYD w/AUX. VALVE 8' - 6" DIP 12" x 6" TEE GRND ELEV. = 942.0 HYD w/AUX. VALVE 8' - 6" DIP 12" x 6" TEE GRND ELEV. = 935.1 8" DIP PLUG 8" GV12" GV 12"-45° BEND 12" x 8" TEE REMOVE PLUG & CONNECT TO EX. 12" WM 12" x 8" TEE 12"-11.25° BEND 12"-22.5° BEND 12"-11.25° BEND 12"-11.25° BEND 12"-22.5° BEND A A A A SEE SHEET 5SEE SHEET 5NOTE: PROVIDE SERVICES TO FUTURE LOTS. END SERVICES TO FUTURE LOTS AT ROW. Sheet: Revisions: OF Record Drawing by/date: Drawn: Checked: Designed: Date:License No. Date: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 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. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Prepared for:© 2020 Westwood Professional Services, Inc.N:\0008463.06\DWG\CIVIL\UTIL\0008463.06UTF01.DWGLatest Revision Date: 01/15/21 CONSTRUCTION PLANS 4 14 St. Louis Park, MN 55416 OP5 Adelaide LLC 1660 Highway 100 South, Suite 400 Sanitary Sewer and Watermain Construction Plan Hugo, MN 01/15/21 Adelaide Landing 6th Addition ADELAIDE LANDING 6TH ADDITION XXX.X WYE=X+XX A NOTE SANITARY SEWER SERVICE STUBS TYPICALLY 3' DOWNSTREAM OF WATER SERVICE CURB STOP. SANITARY SEWER AND WATER SERVICES SHALL EXTEND 10' BEYOND THE R/W LINE. SANITARY SEWER SERVICES SHALL BE SCHEDULE 40 GLUE TOGETHER PIPE. CORPORATION STOP SHALL BE THREADED INTO THE WATERMANIN (NO SADDLES). 1" COPPER WATER SERVICE SHALL BE TYPE K. ALL WATERMAIN INCLUDING HYDRANT LEADS SHALL BE DUCTILE IRON . ALL WATERMAIN AND APPURTENANCES SHALL BE POLY WRAPPED. STUB WATERMAIN PLUGS SHALL BE EQUIPPED WITH AN AIR BLEED SYSTEM. SEE CITY DETAIL HU-W-6. USE CORE BLUE BOLTS FOR ALL FITTING CONNECTIONS. THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM XXX.XX GENERAL NOTES DENOTES SANITARY SEWER SERVICE INVERT @ 10' OUTSIDE ROW. DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. DENOTES CURB STOP ELEVATION. FLAG HYDRANTS. EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. SEE CITY DETAIL HU-SS-2. MAINTAIN 10 FT HORIZONTAL SEPARATION BETWEEN WATERMAIN AND SANITARY SEWER. MAINTAIN 1.5 FT VERTICAL SEPARATION BETWEEN ALL UTILITY CROSSINGS. SEE CITY DETAIL HU-W-5. WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FT., INSULATE CROSSING. SEE CITY DETAIL HU-W-5. WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED SANITARY SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM SANITARY PIPE OF 1.5 FT. SEE CITY DETAIL HU-W-5. B 930.5 WYE = 0+58 9.0' RISER 940.3 930.5 WYE = 0+39 9.0' RISER 940.6 930.5 WYE = 0+05 9.0' RISER 941.0 931.1 WYE = 0+83 9.5' RISER 941.9 931.9 WYE = 1+27 10.0' RISER 943.0 931.4 WYE = 0+21 9.5' RISER 942.5 930.7 WYE = 1+65 9.5' RISER 942.0 930.6 WYE = 1+43 9.5' RISER 941.8 930.5 WYE = 0+22 9.0' RISER 940.9 930.5 WYE = 0+73 9.0' RISER 940.7 MH 10 MH 11 MH 12 MH 13 8" SAN PLUG IE = 920.00 MH 05 4" PVC SANITARY SERVICE (TYP.) 1" COPPER SERVICE w/CURB STOP (TYP.) HYD w/AUX. VALVE 10' - 6" DIP 8" x 6" TEE GRND ELEV. = 939.4 8" GV 8"-22.5° BEND 8"-22.5° BEND (2) 8"-45° BEND 8" DIP PLUG HYD w/AUX. VALVE 10' - 6" DIP 8" x 6" TEE GRND ELEV. = 942.4 SEE SHEET 4131ST ALCOVE N (STREET 11) 910 915 920 925 930 935 940 945 950 910 915 920 925 930 935 940 945 950 0+50 1+00 2+00 3+00 4+00 5+00 5+50 GENEVA AVE N | 132ND STREET N (STREET 15) 910 915 920 925 930 935 940 945 950 910 915 920 925 930 935 940 945 950 0+501+002+003+004+005+006+007+007+50 DROP MH 01 IE (S) = 926.15 IE (E) = 914.20 IE (W) = 914.10 STA 1+00 RE = 942.17 D = 28.07 IE = 926.27 256' - 8" PVC SDR 35 @ 0.60% MH 09 IE (N) = 927.80 STA 4+00 RE = 939.80 D = 12.00 20' - 8" DIP CL 52 @ 0.60% MH 05 IE (SE) = 917.42 IE (NE) = 917.42 IE (NW) = 917.32 STA 1+00 RE = 939.33 D = 22.01 99' - 8" PVC SDR 26 @ 0.40%MH 10 IE (N) = 917.92 IE (SW) = 917.82 STA 2+00 RE = 939.25 D = 21.43 91' - 8" PVC SDR 26 @ 0.40%MH 11 IE (N) = 918.38 IE (S) = 918.28 STA 2+92 RE = 939.80 D = 21.52 182' - 8" PVC SDR 26 @ 0.40%MH 12 IE (E) = 919.21 IE (S) = 919.11 STA 5+27 RE = 941.21 D = 22.10 153' - 8" PVC SDR 26 @ 0.40%MH 13 IE (E) = 919.92 IE (W) = 919.82 STA 6+80 RE = 942.13 D = 22.31 8" SAN PLUG IE = 920.00 20' - 8" PVC SDR 26 @ 0.40% 1.5' MIN SEPARATION PER CITY DETAIL HU-W-5 207' - 8" DIP CL 52 WM w/POLYWRAP - 7.5' MIN COVER 85' - 8" DIP CL 52 WM w/POLYWRAP - EXTRA DEPTH 524' - 8" DIP CL 52 WM w/POLYWRAP - 7.5' MIN COVER 10.0' RISER9.5' RISER9.5' RISER9.5' RISER9.5' RISER9.0' RISER9.0' RISER9.0' RISER9.0' RISER9.0' RISER15' - 8" DIP CL 52 WM w/POLYWRAP - EXTRA DEPTH 15" STO IE = 935.03 931.8 WYE = 0+75 942.8 930.7 WYE = 1+93 941.6 930.5 WYE = 2+62 941.4 931.8 WYE = 0+87 942.7 930.7 WYE = 2+13 941.6 930.5 WYE = 2+67 941.3 MH 09 DROP MH 01 4" PVC SANITARY SERVICE (TYP.) 1" COPPER SERVICE w/CURB STOP (TYP.) 8" GV HYD w/AUX. VALVE 10' - 6" DIP 8" x 6" REDUCER GRND ELEV. = 940.1 A ASEE SHEET 4Sheet: Revisions: OF Record Drawing by/date: Drawn: Checked: Designed: Date:License No. Date: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 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. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Prepared for:© 2020 Westwood Professional Services, Inc.N:\0008463.06\DWG\CIVIL\UTIL\0008463.06UTF01.DWGLatest Revision Date: 01/15/21 CONSTRUCTION PLANS 5 14 St. Louis Park, MN 55416 OP5 Adelaide LLC 1660 Highway 100 South, Suite 400 Sanitary Sewer and Watermain Construction Plan Hugo, MN 01/15/21 Adelaide Landing 6th Addition ADELAIDE LANDING 6TH ADDITION XXX.X WYE=X+XX A NOTE SANITARY SEWER SERVICE STUBS TYPICALLY 3' DOWNSTREAM OF WATER SERVICE CURB STOP. SANITARY SEWER AND WATER SERVICES SHALL EXTEND 10' BEYOND THE R/W LINE. SANITARY SEWER SERVICES SHALL BE SCHEDULE 40 GLUE TOGETHER PIPE. CORPORATION STOP SHALL BE THREADED INTO THE WATERMANIN (NO SADDLES). 1" COPPER WATER SERVICE SHALL BE TYPE K. ALL WATERMAIN INCLUDING HYDRANT LEADS SHALL BE DUCTILE IRON . ALL WATERMAIN AND APPURTENANCES SHALL BE POLY WRAPPED. STUB WATERMAIN PLUGS SHALL BE EQUIPPED WITH AN AIR BLEED SYSTEM. SEE CITY DETAIL HU-W-6. USE CORE BLUE BOLTS FOR ALL FITTING CONNECTIONS. THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM XXX.XX GENERAL NOTES DENOTES SANITARY SEWER SERVICE INVERT @ 10' OUTSIDE ROW. DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. DENOTES CURB STOP ELEVATION. FLAG HYDRANTS. EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. SEE CITY DETAIL HU-SS-2. MAINTAIN 10 FT HORIZONTAL SEPARATION BETWEEN WATERMAIN AND SANITARY SEWER. MAINTAIN 1.5 FT VERTICAL SEPARATION BETWEEN ALL UTILITY CROSSINGS. SEE CITY DETAIL HU-W-5. WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FT., INSULATE CROSSING. SEE CITY DETAIL HU-W-5. WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED SANITARY SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM SANITARY PIPE OF 1.5 FT. SEE CITY DETAIL HU-W-5. B CB 203 CB 206 CONNECT TO EX. STORM IE = 929.53 CONNECT TO EX. STORM IE = 937.95 EX CBMH 205-2 EX CBMH 202 EX CBMH 201 EX STMH 204 EX CBMH 211 EX STMH 213 EX CB 212 ADJUST MH CASTING (TYP.)30'B-B50'ROWR50'R60'REMOVE & SALVAGE BARRICADES BEGIN STREET CONSTRUCTION @ STA 1+37 SURMOUNTABLE CURB & GUTTER (TYP.) FLINT CIR N (STREET 4) 920 925 930 935 940 945 950 955 960 920 925 930 935 940 945 950 955 960 0+001+002+003+004+005+006+007+008+00 940.72941.02941.32941.63941.93942.23942.53942.83943.14943.44943.66943.38943.0150.00' VC H.P. ELEV = 943.66 H.P. STA = 5+97.68 PVI STA = 6+00.00 PVI ELEV = 943.74 A.D. = -1.33% K = 37.55 PVC = 5+75.00 PVT = 6+25.00 ELEV = 943.59 ELEV = 943.56 PVI STA = 1+00.00 PVI ELEV = 940.72 PVI STA = 7+47.06 PVI ELEV = 942.67 -0.73% 0.60% EX CBMH 202 (SEE LEFT) 8' - 15" STORM @ 1.00% 17' - 15" RCP CL 5 @ 1.00%CB 203 IE (W) = 938.12 STA 3+98 RE = 942.12 D = 4.00 EX 205 - 206 920 925 930 935 940 920 925 930 935 940 -0+500+001+002+00 EX CBMH 205-2 IE (SE) = 929.57 IE (N) = 929.49 IE (NW) = 929.29 STA 0+00 RE = 934.30 D = 5.01 8' - 15" STORM @ 0.50% CONNECT TO EX. STORM IE = 929.53 155' - 15" RCP CL 5 @ 0.50%CB 206 IE (S) = 930.30 STA 1+63 RE = 934.30 D = 4.00 EX STMH 213 IE (SE) = 934.10 IE (NE) = 934.10 STA 0+89 RE = 940.45 D = 6.35 EX CBMH 211 IE (SE) = 936.30 IE (NE) = 933.87 IE (SW) = 933.87 STA 1+36 RE = 940.54 D = 6.67 46' - 15" STORM @ 0.50% 116' - 15" STORM @ 0.50% EX STMH 204 IE (SW) = 933.29 IE (SE) = 928.81 IE (N) = 928.61 STA 2+57 RE = 941.42 D = 12.81 139' - 21" STORM @ 0.28%EX CBMH 202 IE (E) = 937.87 IE (S) = 928.22 IE (NE) = 928.22 STA 3+98 RE = 942.12 D = 13.90 169' - 21" STORM @ 0.28% EX CBMH 201 IE (N) = 927.75 IE (SW) = 927.75 STA 5+82 RE = 943.37 D = 15.62 CONNECT TO EX. STORM IE = 937.95 PROPOSED ℄ GRADE (TYP.) PROPOSED ℄ SUBGRADE (TYP.) Sheet: Revisions: OF Record Drawing by/date: Drawn: Checked: Designed: Date:License No. Date: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 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. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Prepared for:© 2020 Westwood Professional Services, Inc.N:\0008463.06\DWG\CIVIL\UTIL\0008463.06STF01.DWGLatest Revision Date: 01/15/21 CONSTRUCTION PLANS 6 14 St. Louis Park, MN 55416 OP5 Adelaide LLC 1660 Highway 100 South, Suite 400 Street and Storm Sewer Construction Plan Hugo, MN 01/15/21 Adelaide Landing 6th Addition ADELAIDE LANDING 6TH ADDITION 11.9 0 GENERAL NOTES RADIUS TO BE B618 C. & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB. DENOTES GUTTERLINE ELEVATION AT INTERSECTIONS. ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED. PIPE LENGTHS SHOWN INCLUDE THE FLARED END SECTION LENGTH. THE CITY OF HUGO DOES NOT REQUIRE TRASH GUARDS. CASTING NOTES CATCH BASIN CASTINGS SHALL BE SUMPED 0.15' BELOW GUTTERLINE, MANHOLE CASTINGS SHALL BE SUMPED 0.05' BELOW PAVEMENT ALL CB, CBMH & STMH WITHIN 10' OF HORIZONTAL DISTANCE TO THE WATERMAIN SHALL BE CONSTRUCTED WITH POURED INPLACE INVERT & SHALL UTILIZE WATER STOP GROUTING RINGS NOTE THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED GEODETIC DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM EX CBMH 196 EX CBMH 197 EX CBMH 205 CONNECT TO EX. STORM IE = 933.39 STMH 609 CBMH 612 CB 613 STMH 501 STMH 502 CBMH 503 STMH 510 STMH 505 CB 504 CBMH 511 CB 512 SURMOUNTABLE CURB & GUTTER (TYP.) 5' CONC. SIDEWALK 1' INSIDE ROW 54'ROW30'B-BADJUST GV CASTING (TYP.) ADJUST MH CASTING (TYP.) PED. RAMP (TYP.)R20'MATCH EXISTING BIT. APRON @ STA ±24+50 4" PERF. PVC DRAINTILE (TYP.)SEE SHEET 8SEE SHEET 8SEE SHEET 9SEE SHEET 9EX CB 5805 EX CBMH 5804EX CBMH 5803 EX CBH 5802 EX CBMH 5801 EX FES 5800 131ST STREET N | GENEVA AVE N (STREET 8) 915 920 925 930 935 940 945 950 955 915 920 925 930 935 940 945 950 955 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 25+50941.39941.30941.59941.89942.19942.10941.80941.50941.20940.97941.20941.50941.80941.61941.01940.41939.81939.26939.24939.54939.61938.71937.71936.71935.71934.71933.7950.00' VC H.P. ELEV = 942.22 H.P. STA = 14+17.00 PVI STA = 14+17.00 PVI ELEV = 942.30 A.D. = -1.20% K = 41.67 PVC = 13+92.00 PVT = 14+42.00 ELEV = 942.15 ELEV = 942.15 50.00' VC H.P. ELEV = 941.84 H.P. STA = 18+14.67 PVI STA = 18+23.00 PVI ELEV = 941.94 A.D. = -1.80% K = 27.78 PVC = 17+98.00 PVT = 18+48.00 ELEV = 941.79 ELEV = 941.64 50.00' VC H.P. ELEV = 939.70 H.P. STA = 21+81.54 PVI STA = 21+95.00 PVI ELEV = 939.81 A.D. = -2.60% K = 19.23 PVC = 21+70.00 PVT = 22+20.00 ELEV = 939.66 ELEV = 939.31 PVI STA = 24+70.00 PVI ELEV = 934.31 PVI STA = 24+90.00 PVI ELEV = 933.61 PVI STA = 25+02.25 PVI ELEV = 933.83 50.00' VC L.P. ELEV = 941.27 L.P. STA = 12+33.00 PVI STA = 12+33.00 PVI ELEV = 941.19 A.D. = 1.20% K = 41.67 PVC = 12+08.00 PVT = 12+58.00 ELEV = 941.34 ELEV = 941.34 50.00' VC L.P. ELEV = 940.97 L.P. STA = 16+50.00 PVI STA = 16+50.00 PVI ELEV = 940.90 A.D. = 1.20% K = 41.67 PVC = 16+25.00 PVT = 16+75.00 ELEV = 941.05 ELEV = 941.05 70.00' VC L.P. ELEV = 939.17 L.P. STA = 20+76.67 PVI STA = 20+65.00 PVI ELEV = 939.03 A.D. = 1.80% K = 38.89 PVC = 20+30.00 PVT = 21+00.00 ELEV = 939.45 ELEV = 939.240.60% -1.20% 0.60% -0.60%0.60% -2.00% -3.5 1 % 1.80% EX CBMH 197 IE (E) = 930.82 IE (W) = 930.65 IE (N) = 930.53 STA 12+33 RE = 940.40 D = 9.87 19' - 15" STORM @ 1.60% EX CBMH 205 IE (E) = 933.33 IE (S) = 931.32 IE (W) = 931.12 STA 12+51 RE = 940.64 D = 9.52 10' - 18" STORM @ 0.60% CONNECT TO EX. STORM IE = 933.39 146' - 18" RCP CL 5 @ 0.60% STMH 609 IE (E) = 935.60 IE (S) = 934.46 IE (W) = 934.26 STA 14+07 RE = 941.95 D = 7.69 241' - 15" RCP CL 5 @ 0.35%CBMH 612 IE (W) = 936.45 IE (N) = 936.44 STA 16+50 RE = 940.57 D = 4.13 STMH 501 IE (E) = 931.46 IE (N) = 931.46 STA 17+34 RE = 941.15 D = 9.69 215' - 18" RCP CL 5 @ 0.60% STMH 502 IE (W) = 932.76 IE (E) = 932.76 STA 19+50 RE = 940.16 D = 7.40 119' - 18" RCP CL 5 @ 0.60% CBMH 503 IE (NE) = 934.64 IE (SE) = 933.67 IE (W) = 933.47 STA 20+77 RE = 938.77 D = 5.30 34' - 15" RCP CL 5 @ 0.75% STMH 510 IE (NW) = 934.16 IE (S) = 934.16 STA 21+82 RE = 939.45 D = 5.29 79' - 15" RCP CL 5 @ 0.35% CBMH 511 IE (N) = 934.43 IE (E) = 934.43 STA 22+65 RE = 938.02 D = 3.59 25' - 15" RCP CL 5 @ 0.50% CB 613 IE (S) = 936.57 STA 16+50 RE = 940.57 D = 4.00 CBMH 612 (SEE ABOVE) 25' - 15" RCP CL 5 @ 0.50% CB 504 IE (SW) = 934.77 STA 20+77 RE = 938.77 D = 4.00 CBMH 503 (SEE ABOVE) 25' - 15" RCP CL 5 @ 0.35% CB 512 IE (W) = 934.52 STA 22+65 RE = 938.02 D = 3.50 CBMH 511 (SEE BELOW) PROPOSED ℄ GRADE (TYP.) PROPOSED ℄ SUBGRADE (TYP.) 65' - 15" RCP CL 5 @ 0.35% STMH 505 IE (SE) = 933.93 IE (NE) = 934.19 IE (NW) = 933.93 STA 21+13 RE = 939.07 D = 5.14 EX CBMH 5803 IE (E) = 929.56 IE (SW) = 929.56 <XREF uninitialized> RE = 934.00 D = 4.44 Sheet: Revisions: OF Record Drawing by/date: Drawn: Checked: Designed: Date:License No. Date: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 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. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Prepared for:© 2020 Westwood Professional Services, Inc.N:\0008463.06\DWG\CIVIL\UTIL\0008463.06STF01.DWGLatest Revision Date: 01/15/21 CONSTRUCTION PLANS 7 14 St. Louis Park, MN 55416 OP5 Adelaide LLC 1660 Highway 100 South, Suite 400 Street and Storm Sewer Construction Plan Hugo, MN 01/15/21 Adelaide Landing 6th Addition ADELAIDE LANDING 6TH ADDITION 11.9 0 GENERAL NOTES RADIUS TO BE B618 C. & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB. DENOTES GUTTERLINE ELEVATION AT INTERSECTIONS. ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED. PIPE LENGTHS SHOWN INCLUDE THE FLARED END SECTION LENGTH. THE CITY OF HUGO DOES NOT REQUIRE TRASH GUARDS. CASTING NOTES CATCH BASIN CASTINGS SHALL BE SUMPED 0.15' BELOW GUTTERLINE, MANHOLE CASTINGS SHALL BE SUMPED 0.05' BELOW PAVEMENT ALL CB, CBMH & STMH WITHIN 10' OF HORIZONTAL DISTANCE TO THE WATERMAIN SHALL BE CONSTRUCTED WITH POURED INPLACE INVERT & SHALL UTILIZE WATER STOP GROUTING RINGS NOTE THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED GEODETIC DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM CB 507 CBMH 506 CB 509 CBMH 508 ADJUST MH (TYP.) ADJUST GV (TYP.) SURMOUNTABLE CURB & GUTTER (TYP.) 5' CONC. SIDEWALK 1' INSIDE ROW (TYP.) R50'R60'30'B-B50' ROW 4" PERF. PVC DRAINTILE (TYP.)SEE SHEET 7STMH 505 END STREET AND SIDEWALK CONSTRUCTION @ STA. 6+90 FES 561 FES 560 2.9 CY CL3 RIPRAP 1.4 CY GRANULAR FILTER 131ST ALCOVE N (STREET 11) 910 915 920 925 930 935 940 945 950 910 915 920 925 930 935 940 945 950 0+50 1+00 2+00 3+00 4+00 5+00 5+50 GENEVA AVE N | 132ND STREET N (STREET 15) 915 920 925 930 935 940 945 950 955 915 920 925 930 935 940 945 950 955 0+501+002+003+004+005+006+007+007+50 PVI STA = 1+00.00 PVI ELEV = 942.23 PVI STA = 5+30.73 PVI ELEV = 940.80 70.00' VC L.P. ELEV = 939.85 L.P. STA = 4+00.42 PVI STA = 4+00.40 PVI ELEV = 939.71 A.D. = 1.68% K = 41.69 PVC = 3+65.40 PVT = 4+35.40 ELEV = 940.00 ELEV = 940.00 -0.84% 0.84%PVI STA = 1+00.00 PVI ELEV = 939.36 PVI STA = 7+14.97 PVI ELEV = 942.39 60.00' VC L.P. ELEV = 939.06 L.P. STA = 1+48.75 PVI STA = 1+41.25 PVI ELEV = 938.95 A.D. = 1.60% K = 37.50 PVC = 1+11.25 PVT = 1+71.25 ELEV = 939.25 ELEV = 939.130.60% -1.00%942.23941.81941.39940.97940.55940.13939.85940.12940.54939.36939.06939.30939.60939.90940.20940.50940.80941.10941.40941.70942.00942.30CB 507 IE (NW) = 934.66 STA 21+32 RE = 938.66 D = 4.00 CBMH 506 (SEE BELOW) STMH 609 IE (E) = 935.60 IE (S) = 934.46 IE (W) = 934.26 STA 1+09 RE = 941.95 D = 7.69 CB 611 IE (W) = 935.45 STA 4+00 RE = 939.45 D = 4.00 10' - 15" RCP CL 5 @ 0.50% CBMH 610 IE (N) = 935.40 IE (E) = 935.40 STA 3+93 RE = 939.46 D = 4.06 278' - 15" RCP CL 5 @ 0.34% 25' - 15" RCP CL 5 @ 0.50% CB 509 IE (W) = 935.32 STA 2+70 RE = 939.32 D = 4.00 CBMH 508 (SEE ABOVE) PROPOSED ℄ GRADE (TYP.) PROPOSED ℄ SUBGRADE (TYP.) PROPOSED ℄ GRADE (TYP.) PROPOSED ℄ SUBGRADE (TYP.) CBMH 506 IE (N) = 934.63 IE (SE) = 934.54 IE (SW) = 934.54 STA 1+49 RE = 938.66 D = 4.12 113' - 15" RCP CL 5 @ 0.50% CBMH 508 IE (E) = 935.20 IE (S) = 935.20 STA 2+70 RE = 939.32 D = 4.13 STMH 505 IE (SE) = 933.93 IE (NE) = 934.19 IE (NW) = 933.93 STA 0+90 RE = 939.07 D = 5.14 58' - 15" RCP CL 5 @ 0.60% FES 560 IE = 934.87 FES 561 IE = 935.20 96' - 15" RCP CL 5 @ 0.35% 15" STO IE = 935.03 CB 611 CBMH 610 STMH 609 SURMOUNTABLE CURB & GUTTER (TYP.) ADJUST GV (TYP.) ADJUST MH (TYP.) R 4 5 ' R 6 0 '30'B-B50'ROW4" PERF. PVC DRAINTILE (TYP.)SEE SHEET 7Sheet: Revisions: OF Record Drawing by/date: Drawn: Checked: Designed: Date:License No. Date: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 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. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Prepared for:© 2020 Westwood Professional Services, Inc.N:\0008463.06\DWG\CIVIL\UTIL\0008463.06STF01.DWGLatest Revision Date: 01/15/21 CONSTRUCTION PLANS 8 14 St. Louis Park, MN 55416 OP5 Adelaide LLC 1660 Highway 100 South, Suite 400 Street and Storm Sewer Construction Plan Hugo, MN 01/15/21 Adelaide Landing 6th Addition ADELAIDE LANDING 6TH ADDITION 11.9 0 GENERAL NOTES RADIUS TO BE B618 C. & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB. DENOTES GUTTERLINE ELEVATION AT INTERSECTIONS. ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED. PIPE LENGTHS SHOWN INCLUDE THE FLARED END SECTION LENGTH. THE CITY OF HUGO DOES NOT REQUIRE TRASH GUARDS. CASTING NOTES CATCH BASIN CASTINGS SHALL BE SUMPED 0.15' BELOW GUTTERLINE, MANHOLE CASTINGS SHALL BE SUMPED 0.05' BELOW PAVEMENT ALL CB, CBMH & STMH WITHIN 10' OF HORIZONTAL DISTANCE TO THE WATERMAIN SHALL BE CONSTRUCTED WITH POURED INPLACE INVERT & SHALL UTILIZE WATER STOP GROUTING RINGS NOTE THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED GEODETIC DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM CB 551 CBMH 550 EX CBMH 5907 EX STMH 5901 EX FES 5900 SEE SHEET 7 EX CBMH 5905 EX CBMH 5906 500 - 501 920 925 930 935 940 945 950 920 925 930 935 940 945 950 -0+50 0+00 1+00 2+00 2+50 FES 500 IE = 930.50 183' - 18" RCP CL 5 @ 0.53% STMH 501 IE (E) = 931.46 IE (N) = 931.46 STA 1+83 RE = 941.15 D = 9.69 EX 5900 - 551 920 925 930 935 940 945 950 920 925 930 935 940 945 950 -0+500+001+002+003+004+004+50 520 - 522 920 925 930 935 940 920 925 930 935 940 -1+00 0+00 1+00 1+50 FES 520 IE = 930.38 24' - 18" RCP CL 5 @ 0.50% OCS 521 IE (NW) = 930.50 IE (SE) = 929.50 STA 0+24 RE HIGH = 935.00 RE LOW = 934.00 TW = 931.40 6" ORIFICE = 930.50 D = 4.50 28' - 18" RCP CL 5 @ -7.14% FES 522 IE = 927.50 EX FES 5900 IE = 928.7334' - 15" STORM @ 0.50% EX CBMH 5907 IE (S) = 929.82 IE (N) = 929.82 STA 0+98 RE = 933.32 D = 3.50 200' - 15" RCP CL 5 @ 1.03% CBMH 550 IE (N) = 931.87 IE (S) = 931.87 STA 2+98 RE = 936.00 D = 4.13 85' - 15" RCP CL 5 @ 0.50% CB 551 IE (S) = 932.30 STA 3+83 RE = 936.30 D = 4.00 29' - 18" STORM @ 0.36% EX STMH 5901 IE (N) = 929.47 IE (SW) = 928.84 STA 0+29 RE = 933.68 D = 4.84 EX CBMH 5906 IE (N) = 929.65 IE (S) = 929.65 STA 0+64 RE = 935.02 D = 5.37 EX CBMH 5905 IE (N) = 929.51 IE (S) = 929.51 STA 0+38 RE = 935.02 D = 5.51 26' - 15" STORM @ 0.52% 9' - 15" STORM @ 0.50% STMH 501 FES 500 3.6 CY CL3 RIPRAP 1.8 CY GRANULAR FILTERFES 522 OCS 521FES 520 3.6 CY CL3 RIPRAP 1.8 CY GRANULAR FILTER SEE SHEET 7Sheet: Revisions: OF Record Drawing by/date: Drawn: Checked: Designed: Date:License No. Date: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 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. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Prepared for:© 2020 Westwood Professional Services, Inc.N:\0008463.06\DWG\CIVIL\UTIL\0008463.06STF01.DWGLatest Revision Date: 01/15/21 CONSTRUCTION PLANS 9 14 St. Louis Park, MN 55416 OP5 Adelaide LLC 1660 Highway 100 South, Suite 400 Storm Sewer Construction Plan Hugo, MN 01/15/21 Adelaide Landing 6th Addition ADELAIDE LANDING 6TH ADDITION 11.9 0 GENERAL NOTES RADIUS TO BE B618 C. & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB. DENOTES GUTTERLINE ELEVATION AT INTERSECTIONS. ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED. PIPE LENGTHS SHOWN INCLUDE THE FLARED END SECTION LENGTH. THE CITY OF HUGO DOES NOT REQUIRE TRASH GUARDS. CASTING NOTES CATCH BASIN CASTINGS SHALL BE SUMPED 0.15' BELOW GUTTERLINE, MANHOLE CASTINGS SHALL BE SUMPED 0.05' BELOW PAVEMENT ALL CB, CBMH & STMH WITHIN 10' OF HORIZONTAL DISTANCE TO THE WATERMAIN SHALL BE CONSTRUCTED WITH POURED INPLACE INVERT & SHALL UTILIZE WATER STOP GROUTING RINGS NOTE THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED GEODETIC DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM 2.0%2.0%2.0%2.0%2.0%1.3% 2. 0 % 2. 0 %1.5%1.5% 938.91 938.80 939.20 938.91 939.38 939.09 938.80 939.26 939.56 939.26 939.08 938.93 939.02 938.91 939.00GENEVA AVENUE N.13 1 S T S T R E E T N .1.5%1 .6 % 0.6% Sheet: Revisions: OF Record Drawing by/date: Drawn: Checked: Designed: Date:License No. Date: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 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. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Prepared for:© 2020 Westwood Professional Services, Inc.N:\0008463.06\DWG\CIVIL\UTIL\0008463.06INF01.DWGLatest Revision Date: 01/15/21 CONSTRUCTION PLANS 10 14 St. Louis Park, MN 55416 OP5 Adelaide LLC 1660 Highway 100 South, Suite 400 Intersection Details Hugo, MN 01/15/21 Adelaide Landing 6th Addition ADELAIDE LANDING 6TH ADDITION 11.9 0 GENERAL NOTES RADIUS TO BE B618 C. & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB. DENOTES GUTTERLINE ELEVATION AT INTERSECTIONS. ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED. PIPE LENGTHS SHOWN INCLUDE THE FLARED END SECTION LENGTH. THE CITY OF HUGO DOES NOT REQUIRE TRASH GUARDS. CASTING NOTES CATCH BASIN CASTINGS SHALL BE SUMPED 0.15' BELOW GUTTERLINE, MANHOLE CASTINGS SHALL BE SUMPED 0.05' BELOW PAVEMENT ALL CB, CBMH & STMH WITHIN 10' OF HORIZONTAL DISTANCE TO THE WATERMAIN SHALL BE CONSTRUCTED WITH POURED INPLACE INVERT & SHALL UTILIZE WATER STOP GROUTING RINGS NOTE THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED GEODETIC DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM Sheet: Revisions: OF Record Drawing by/date: Drawn: Checked: Designed: Date:License No. Date: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 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. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Prepared for:© 2020 Westwood Professional Services, Inc.N:\0008463.06\DWG\CIVIL\UTIL\0008463.06DTF01.DWGLatest Revision Date: 01/15/21 CONSTRUCTION PLANS 11 14 St. Louis Park, MN 55416 OP5 Adelaide LLC 1660 Highway 100 South, Suite 400 Details Hugo, MN 01/15/21 Adelaide Landing 6th Addition ADELAIDE LANDING 6TH ADDITION Sheet: Revisions: OF Record Drawing by/date: Drawn: Checked: Designed: Date:License No. Date: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 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. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Prepared for:© 2020 Westwood Professional Services, Inc.N:\0008463.06\DWG\CIVIL\UTIL\0008463.06DTF01.DWGLatest Revision Date: 01/15/21 CONSTRUCTION PLANS 12 14 St. Louis Park, MN 55416 OP5 Adelaide LLC 1660 Highway 100 South, Suite 400 Details Hugo, MN 01/15/21 Adelaide Landing 6th Addition ADELAIDE LANDING 6TH ADDITION Sheet: Revisions: OF Record Drawing by/date: Drawn: Checked: Designed: Date:License No. Date: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 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. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Prepared for:© 2020 Westwood Professional Services, Inc.N:\0008463.06\DWG\CIVIL\UTIL\0008463.06DTF01.DWGOP5 Adelaide LLC Details Adelaide Landing 6th Addition ADELAIDE LANDING 6TH ADDITION ELEVATION PLAN MIN. 2 CU. YDS. RIP-RAP CLASS 3 A PIPE SECTION A-A 8" 6" OUTLET 7" OUTSIDE MH WALL TO FLAT BAR = 1" AA PROVIDE 4-1/2" SS ANCHOR BOLTS HOT DIPPED GALVANIZED GRATE IN 2 SECTIONS PLAN 1/4 " X 1" FLAT BAR (ROLLED TO PROVIDE A #5 SMOOTH BAR @ 4" O.C. EACH WAY (PROVIDE 3-1/4" x 3-1/4" OPENING) 1' OUTER RING) W/CLIPS PIPEINLET 1'MIN EL. E EL. D EL. B EL. C EL. A ORIFICEEL. F 934.00 930.50 930.50 929.50931.40 929.50 6"18"/18"5521 GEOTEXTILE FABRIC, FOR CLAY (100% CRUSHED) TACK COAT, MnDOT 2357 8" CLASS 5 AGGREGATE BASE 1 1/2" BIT. WEARING COURSE MNDOT SPEC 2360, TYPE SP MNDOT SPEC. 2360, SP12.5 NON WEAR 2 1/2" BITUMINOUS BASE COURSE TYPICAL PAVEMENT SUBSOILS - MIRAFI 500X 24" MNDOT SELECT GRANULAR 9.5 WEAR COURSE (2.B)(SPNWEA340C) COURSE (2.B)(SPNWB330C) COMPACTED SUBGRADE (100% CRUSHED GRAVEL) 4" CLASS 5 AGGREGATE BASE 6"-3F52A CONCRETE SIDEWALK CONC. WALKWAY N.T.S. SIDEWALK & PARKING ONE-SIDE N.T.S. SIDEWALK & PARKING ONE-SIDE N.T.S. SIDEWALK & PARKING ONE-SIDE N.T.S. 131ST STREET NORTH | GENEVA AVE NORTH SIDEWALK & PARKING ONE-SIDE FLINT CIRCLE NORTH & 131ST ALCOVE NORTH N.T.S. 28' (F-F) GRADING GRADE PROFILE GRADE 10' (TYP.) 6" MIN. TOPSOIL 1.5:1 SLOPE 2.0' BOC 3%2.0% 15' 30' (B-B) 36" 15'10' 3% 50' (ROW) PARKING ONE-SIDE 3% 15' 36" 30' (B-B) 15' 2.0% PROFILE GRADE GRADING GRADE 3% 2.0' BOC 1.5:1 SLOPE TOPSOIL 6" MIN. (TYP.) 12' 28' (F-F) 54' (ROW) 5'6'1' 2% (AS DIRECTED BY GEOTECHNICAL ENGINEER)N.T.S. SIDEWALK & PARKING ONE-SIDE N.T.S. SIDEWALK & PARKING ONE-SIDE N.T.S. SIDEWALK & PARKING ONE-SIDE N.T.S. GENEVA AVENUE NORTH | 132ND STREET NORTH SIDEWALK & PARKING ONE-SIDE 3% 15' 36" 30' (B-B) 15' 2.0% PROFILE GRADE GRADING GRADE 3% 2.0' BOC 1.5:1 SLOPE TOPSOIL 6" MIN. (TYP.) 12' 28' (F-F) 54' (ROW) 5'6'1' 2% Latest Revision Date: 01/15/21 CONSTRUCTION PLANS 13 14 St. Louis Park, MN 55416 1660 Highway 100 South, Suite 400 Hugo, MN 01/15/21 AREA TO BE GRADED PRIOR TO 6TH ADDITION UTILITY CONSTRUCTIONAPPROXIMATE STOCKPILE LOCATION TO BE REMOVED NOTE: ENSURE EXISTING EROSION CONTROL MEASURES ARE INTACT. REPAIR AND REPLACE AS NEEDED. ENSURE PROJECT DRAINAGE REMAINS ONSITE.EXISTING/PROPOSED LOT CORNER ELEVATION FUTURE LOT CORNER ELEVATION RESTORE WETLAND WITH NATIVE WET SEED MIX (33-261) Sheet: Revisions: OF Record Drawing by/date: Drawn: Checked: Designed: Date:License No. Date: Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 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. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Prepared for:© 2020 Westwood Professional Services, Inc.N:\0008463.06\DWG\CIVIL\UTIL\0008463.06GDF01.DWGOP5 Adelaide LLC Grading & Erosion Control Plan - 6th Addition Adelaide Landing 6th Addition ADELAIDE LANDING 6TH ADDITION 1.ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. 2.REFER TO THE FINAL PLAT OR SITE PLAN FOR CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. 3.THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD-VERIFY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 4.THE CONTRACTOR IS TO CONTACT GOPHER STATE "ONE CALL" FOR UTILITY LOCATIONS AT 454-0002. 5.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, HAYBALES, ETC., REQUIRED BY AGENCIES/OWNER SHALL BE INCIDENTAL TO THE GRADING. 6.THE GRADING CONTRACTOR MUST BE AWARE OF ALL EXISTING AND PROPOSED UTILITIES. 7.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. 8.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 REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. 9.POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. 10.ALL EXPOSED SOILS MUST BE STABILIZED WITHIN 7 CALENDAR DAYS OF ROUGH GRADE COMPLETION UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ALL STOCKPILES MUST HAVE ADEQUATE SEDIMENT TRAPPING SYSTEMS INSTALLED AROUND THEM. 11.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW. Grading & Erosion Control Notes DENOTES APPROXIMATE TREE DENOTES EXISTING TREE LINE DENOTES SOIL BORING DENOTES EXISTING STORM SEWER DENOTES PROPOSED STORM SEWER DENOTES EXISTING CONTOURS DENOTES PROPOSED CONTOURS REMOVAL LIMITS DENOTES SILT FENCE DENOTES HEAVY DUTY SILT FENCE LEGEND: DENOTES EXISTING SPOT ELEVATION DENOTES PROPOSED SPOT ELEVATION DENOTES EROSION CONTROL ROCK CHECKS DENOTES EMERGENCY OVERFLOW DENOTES TOP WALL ELEVATION DENOTES BOTTOM WALL ELEVATION DENOTES RETAINING WALL DENOTES INLET PROTECTION AT CATCH BASINS DENOTES WETLAND BUFFER MONUMENT DENOTES EXISTING TREE TO BE REMOVED DENOTES EXISTING TREE TO REMAIN DENOTES WETLAND FILL DENOTES WETLAND DENOTES WOOD FIBER EROSION CONTROL BLANKET (3:1 AND STEEPER SLOPES) DENOTES POST GRADING SILT FENCE DENOTES WETLAND BUFFER DENOTES DO NOT DISTURB POND ACCESS ROUTE DENOTES PROPOSED SPOT ELEVATION FOR TEMPORARY DITCH Latest Revision Date: 01/15/21 CONSTRUCTION PLANS 14 14 St. Louis Park, MN 55416 1660 Highway 100 South, Suite 400 Hugo, MN 01/15/21 13/11/2021 4:00 PMHugo City CouncilSu Mo Tu We Th Fr Sa1234567 8 9 10 11 12 1314 15 16 17 18 19 2021 22 23 24 25 26 2728 29 30 31March 2021Su Mo Tu We Th Fr Sa1234567891011 12 13 14 15 16 1718 19 20 21 22 23 2425 26 27 28 29 30April 2021March 2021Feb 28Mar 1234567:00pm Council Meets78910111213141516171819207:00pm Council Meets6:30pm Hist. Comm.7:00pm Parks Comm212223242526275:00pm Burger Night (Legion)6:30pm BOZA7:00pm Planning Comm28293031Apr 123SUNDAY MONDAY TUESDAY WEDNESDAYTHURSDAY FRIDAY SATURDAY 23/11/2021 4:00 PMHugo City CouncilSu Mo Tu We Th Fr Sa1234567891011 12 13 14 15 16 1718 19 20 21 22 23 2425 26 27 28 29 30April 2021Su Mo Tu We Th Fr Sa12345678910111213141516 17 18 19 20 21 2223 24 25 26 27 28 2930 31May 2021April 2021Mar 28293031Apr 123456789107:00pm Council Meets5:30pm LBAE (Oneka Room) - Hugo City Council6:30pm BOZA7:00pm Planning Comm11121314151617181920212223247:00pm Council Meets5:30pm EDA6:30pm Hist. Comm.7:00pm Parks Comm6:30pm BOZA7:00pm Planning Comm252627282930May 15:00pm Burger Night (Legion)SUNDAY MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY SATURDAY