Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2017.05.01 CC Packet
AGENDA HUGO CITY COUNCIL MAY 1, 2017 - 7:00 PM HUGO CITY HALL A. CALL TO ORDER B. ROLL CALL C. PLEDGE OF ALLEGIANCE D. APPROVAL OF MINUTES 1. April 13, 2017 Local Board of Appeals and Equalization 2. April 17, 2017 City Council Meeting 3. April 19, 2017 Comprehensive Plan Open House 4. April 22, 2017 Homes for Habitat Dedication E. APPROVAL OF AGENDA F. APPOINTMENTS/PRESENTATIONS 1. Update from Tim Maurer-WBL Schools Director of Community Services & Recreation 2. Presentation of GFOA Award for Excellence in Financial Reporting - Finance Director Ron Otkin and Accounting Clerk Anna Wobse G. CONSENT AGENDA All matters listed under the Consent Agenda are considered to be routine by the City Council and will be enacted by one motion and a roll call vote. If a member of the City Council or the public wishes to discuss an item, that item will be removed from the Consent Agenda and will be considered separately. 1. Approval of Claims 2. Approve Annual Performance Review for Parks Planner Shayla Denaway 3. Approve Special Event Permit for Blue Heron Grill Tent Party on June 23-24, 2017 4. Approve Renewal of 2 a.m. Closing Time for Blue Heron Grill 5. Approval of Use Agreement with the Waters Edge Homeowners Association for Use of Stormwater for Irrigation Purposes 6. Approve Resolution Calling for Public Hearing on the Issuance of Revenue Bonds —Minnesota Autism Center Project 7. Approve Final Payment to Arnt Construction, Inc for 147th Street/Oneka Lake Boulevard Street Reconstruction Project 8. 9. 10. 11. 12. 13. 14. 15. 16. H. UNFINISHED BUSINESS 1. Approve Resolution for Preliminary Plat and Planned Unit Development (PUD) for Adelaide Landing 2. Approve Plans and Specifications, and Authorize Advertisement of Bids of the Water's Edge Stormwater Reuse Project 3. Update on April 19, 2017 Comprehensive Plan Open House 4. I. NEW BUSINESS 1. 2. J. VISITOR PRESENTATIONS K. COUNCIL PRESENTATIONS 1. Update on the Yellow Ribbon Network 2. L. ADMINISTRATIVE PRESENTATIONS 1. Schedule Annual Performance Review for City Administrator Bryan Bear M. ADJOURNMENT BACKGROUND MEMO FOR THE CITY COUNCIL MEETING ON MAY 1. 2017 D. 1 April 13, 2017 Local Board of Appeals and Equalization D.2_ April 17, 2017 City Council Meeting D.3 April 19, 2017 Comprehensive Plan Open House DA April 22, 2017 Homes for Habitat Dedication Staff recommends Council approve the above minutes as presented. F.1 Update from Tim Maurer-WBL Schools Director of Community Services & Recreation Tim Mauer is the Director of Community Services & Recreation for the White Bear Lake Area School District. Tim will be in attendance to introduce himself and provide information on upcoming events. F.2 Presentation of GFOA Award for Excellence in Financial Reporting - Finance Director Ron Otkin and Accounting Clerk Anna Wobse Finance Director Ron Otkin has received notification from the Government Finance Officers Association of the United States and Canada that the Hugo Finance Department has received their 23rd Certificate of Achievement for excellence in financial reporting. As Council is aware, this certificate is the highest form of recognition in governmental accounting and financial reporting, and its attainment represents a significant accomplishment by a government and its management. G.1 Approval of Claims Staff recommends Council approve the Claims Roster as presented. G.2 A1111rove Annual Performance Review for Parks Planner Shayla Denaway On May 11, 2009, the City Council approved the hiring of Shayla Denaway as the Economic Development/Parks Intern, and on May 3, 2010, Council approved promoting Shayla as the new Parks Planner. Public Works Director Scott Anderson recommends approval of the annual performance review for Parks Planner Shayla Denaway. G.3 Approve Special Event Permit for Blue Heron Grill Tent Party on June 23-24, 2017 The Blue Heron, 14725 Victor Hugo Boulevard, has applied for a Special Event Permit for their annual outdoor tent party to be held on Friday, June 23 and Saturday, June 24. A Special Event Permit approved by Council is necessary because alcohol will be sold outdoors, over 200 people are expected to attend, it will extend after dark, and there will be amplified music. Staff has worked with the applicant on the details of the event and recommends Council approve the Special Event Permit for the Blue Heron Grill Tent Party subject to the conditions in the permit. GA Approve Renewal of 2 a.m. Closing Time for Blue Heron Grill Blue Heron Grill, Inc., 14725 Victor Hugo Boulevard, has applied for renewal of its 2:00 a.m. closing time license. City staff has reviewed the application and found it to be satisfactorily complete. Staff recommends approval of the renewal of the 2:00 a.m. closing time for the Blue Heron Grill G5. Approval of Use Agreement with the Waters Edge Homeowners Association for Use of Stormwater for Irrigation Purposes. City staff has been working with the homeowners' association at Water's Edge to develop a use agreement for stormwater irrigation from a nearby pond. This project includes the portion of the Water's Edge development south of Evergreen Drive and north of Frenchman Road. The Rice Creek Watershed District and the Metropolitan Council have provided grant funds to assist with the cost of this project. The agreement has been approved and signed by the homeowners' association. Staff recommends the City Council to review and approve the use agreement with the Waters Edge Homeowners Association for use of stormwater for irrigation purposes. G.6 Approve Resolution Calling for Public Hearing on the Issuance of Revenue Bonds — Minnesota Autism Center Proiect The City of Hugo is being asked to consider issuing Tax -Exempt Revenue Bonds, in an amount of no more than $5.1 million, on behalf of the Autism Opportunities Foundation (the "Borrower"), a Minnesota nonprofit corporation doing business as the Minnesota Autism Center. The bond proceeds will be used to finance the acquisition, construction, and equipping of an intensive therapy center for children and adults ages 10 to 21 diagnosed with autism spectrum disorder ("ASD"). The project will be located at 2010 Silver Bell Road in Eagan, Minnesota. The Borrower also wants to amend certain terms of the bonds that were issued by the City of Hugo in 2015 which were used to finance the acquisition, construction, and equipping of an approximately 48,000 square foot two-story school building that serves primarily high school students with ASD. The Borrower has agreed to pay the City of Hugo an issuer's administrative fee of of 1% of the principal amount of the bonds in consideration for the City of Hugo acting as issuer. A public hearing on the proposal has been scheduled for June 5, 2017. Briggs and Morgan, the City's bond counsel, has reviewed this request and finds it to be a proper use of the City's bonding authority. Thus, the Finance Department recommends that the City Council approve a Resolution Calling for a Public Hearing on the Issuance of Revenue Bonds and Authorizing the Publication of a Notice of the Hearing. G.7 Approve Final Payment to Arnt Construction, Inc. for 147th Street/Oneka Lake Boulevard Street Reconstruction Proiect Arnt Construction, Inc. has submitted the final pay request for work done on the 147th Street/Oneka Lake reconstruction project. WSB Engineer Mark Erichson and Senior Engineering Technician Steve Duff have reviewed the request and find it satisfactory for work done. Staff recommends Council approve the final pay request from Arnt Construction in the amount of $123,171.24. H.1 Approve Resolution for Preliminary Plat and Planned Unit Development (PUD) for Adelaide Landing The Hugo City Council tabled this item at its April 3, 2017 meeting at the request of the applicant. The Excelsior Group, LLC, is requesting approval of a Preliminary Plat and Planned Unit Development (PUD) for a residential development. The property totals 216.6 acres and is comprised of seven parcels. The preliminary plat includes 319 single family residential lots and 10 outlots to be known as "Adelaide Landing". The PUD General Plan proposed to be rezoned from Single Family Detached Residential (R-3) to Planned Unit Development (PUD). The property includes wetlands and floodplain for a total buildable acreage of 146.2 acres. At its March 23, 2017, meeting the Planning Commission considered and held a public hearing on the request. Staff recommends approval of the preliminary plat and PUD. The Planning Commission made a recommendation to the City Council to approve the ordinance to rezone to PUD, resolution for the preliminary plat, and resolution for PUD. H.2 Approve Plans and Specifications, and Authorize Advertisement of Bids for the Water's Edge Stormwater Reuse Proiect City staff has been working with the homeowners' association at Water's Edge to develop a use agreement for stormwater irrigation from a nearby pond. This project includes the portion of the Water's Edge development south of Evergreen Drive and north of Frenchman Road. The Rice Creek Watershed District and the Metropolitan Council have provided grant funds to assist with the cost of this project. City Engineer Mark Erichson will provide a brief update and request approval of plans and specifications, and authorize advertisement of bids. H.3 Update on April 19, 2017 Comprehensive Plan Open House An open house to begin the visioning process on the 2040 Comprehensive Plan update was held on Wednesday, April 19, 2017. Approximately 130 people attended and the City received many comments. Staff will provide an update to the Council on the open house. L.l Update on the Yellow Ribbon Network Council Members Chuck Haas and Phil Klein will update the Council on the activities of the Yellow Ribbon Network to date. M.1 Schedule Annual Performance Review for City Administrator Bryan Bear Bryan Bear has been employed with the City since May 3, 2004. Bryan served as the Community Development Director until being appointed the City Administrator on November, 7, 2011. Staff requests Council schedule the annual performance review for City Administrator Bryan Bear. N. Adiournment MINUTES FOR THE HUGO CITY COUNCIL BOARD OF APPEAL AND EQUALIZATION MEETING THURSDAY, APRIL 13, 2017 Mayor Weidt called the meeting to order at 5:30 p.m. PRESENT: Haas, Klein, Miron, Petryk, Weidt ABSENT: None ALSO PRESENT: City Administrator Bryan Bear, City Assessor Dan Raboin, Planner Rachel Juba, Community Development Assistant Rachel Leitz, and City Clerk Michele Lindau Property Owner Appeals The Board of Appeals and Equalization met to hear from property owners for the purpose of reviewing and correcting the assessment of real estate for the year 2018. �$aaaaaagaaaa�����, The Board discussed appeals from property owners of five separate parcels who appeared before them and eleven maintenance changes as prepared by the City Assessor prior to this meeting. Council agreed to make all changes as discussed. kkk�� All Ayes. Motion carried. Adiournment The Council adjourned at approximately 7:00 p.m. All Ayes. Motion carried. Respectfully submitted, Michele Lindau, City Clerk 0 MINUTES FOR THE CITY COUNCIL MEETING ON MONDAY, APRIL 17, 2017 Call to Order Mayor Weidt called the meeting to order at 7:00 p.m. PRESENT: Haas, Klein, Miron, Petryk, Weidt ABSENT: None ALSO PRESENT: City Administrator Bryan Bear, City Attorney Dave Snyder, City Engineer Mark Erichson, Planner Rachel Juba, and City Clerk Michele Lindau Minutes for the April 3, 2017 City Council Meeting Klein made motion, Miron seconded, to approve the minutes for the April 3, 2017 City Council meeting as presented. All Ayes. Motion carried. Minutes for the April 8, 2017 Good Neighbors Food Shelf Pasta Dinner Klein made motion, Haas seconded, to approve the minutes for the April 8, 2017 Good Neighbors Food Shelf Pasta Dinner as presented. All Ayes. Motion carried. Approval of the Agenda Weidt made motion, Petryk seconded, to approve the agenda as amended by adding a presentation of a Certificate of Appreciation to Sergeant Joe Stoehr and to table action on Adelaide Landing Preliminary Plat and Planned Unit Development. All Ayes. Motion carried. Introduction of New Washington County Sergeant and Investigator At its April 3, 2017 meeting, the Council recognized Sergeant Wayne Johnson's retirement after six years as the sergeant in Hugo. Taking his place is Sergeant Joseph Stoehr who has been with the Washington County Sheriff's Office for the past 12 years, working his first six years as a deputy in Hugo. Also, included in the 2017 budget, Council approved the position of a Washington County investigator in Hugo. Selected to fill this position is Deputy Joe Zerwas. Washington County Patrol Commander Brian Mueller introduced them to the Council. Stoehr and Zerwas provided a brief background on their time with the Sheriff's Office. The Council welcomed them to Hugo. Hugo City Council Meeting Minutes for April 17, 2017 Page 2 of 9 Presentation of Certificate of Appreciation to Sergeant Joe Stoehr Councilman Haas spoke about the suicide rate of veterans, and he introduced Captain Troy Davidson of the Minnesota National Guard's resilience, risk reduction and suicide prevention team who talked about the National Guards' suicide prevention efforts. Haas recognized Sergeant Joe Stoehr, who was recently involved in an incident with a suicidal veteran who was committing an unlawful act. Stoehr had pressure from others to take the gentleman to jail, but was he was able to understand and verify the circumstances. Stoehr took a different course of action by sending him to the hospital and not the prison system. A Certificate of Appreciation was presented to Joe for his intervention on behalf of a veteran in crisis. Recognition of Retirement of Sheriff Hutton kk%' In January 2007, Sheriff William Hutton had been sworn in as the sheriff of the Washington County Sheriff's Office. Since then, the City of Hugo has had a close working relationship with his department. Sheriff Hutton retired effective April 30, 2017 and the Council presented him a plaque recognizing his over ten years of service to the City of Hugo. The Council thanked Hutton for his innovation and creativity, and for everything he has done for Hugo by creating a proactive policing system. The Council recessed for a short bre� Approval of the Consent Agenda Miron made motion, Haas seconded, to approve the following Consent Agenda items. 1. Approval of Claims 2. Approve Temporary Liquor License for the Hugo Lions Club for Good Neighbor Days Event June 8-11, 2017 3. Approve Resignation of Hugo Firefighter Matt Richardson 4. Approve Renewal of 2 a.m. Liquor License Sal's Angus Grill 5. Approve Hiring of Marty Schwartz, Scott Marschke, James Magill, Hunter Natterstad, Kraig Pettee as Public Works Seasonal Summer Employees 6. Approve Tobacco License for Ksiall Company, dba MGM Wine and Spirits of Hugo 7. Approve Special Event Permit for MGM Grand Opening Event All Ayes. Motion carried. Approval of Claims Adoption of the Consent Agenda approved the Claims Roster as presented. 0 Hugo City Council Meeting Minutes for April 17, 2017 Page 3 of 9 Approve Temporary Liquor License for the Hugo Lions Club for Good Neighbor Days Event June 8-11, 2017 The Hugo Lions Club had applied for a Temporary On -Sale Liquor License to serve beer and Bloody Marys at the Hugo Good Neighbors Day event on June 8-11, 2017. Staff had received the application fee and a Certificate of Liability Insurance for liquor naming the City as additionally insured. Adoption of the Consent Agenda approved the Temporary On -Sale Liquor License for the Lions Club for the Hugo Good Neighbors Days event. Approve Resignation of Hugo Firefighter Matt Richardson Hugo Firefighter Matt Richardson had submitted his resignation from the Hugo Fire Department. Adoption of the Consent Agenda approved the resignation of Matt effective April 30, 2017. Approve Renewal of 2 a.m. Liquor License Sal's Angus Grill Sal's Angus Grill, 12010 Keystone Avenue North, had submitted their renewal of a 2 a.m. Liquor License, which allows them to serve alcohol until 2 a.m. by State Statute. Hugo City Code had adopted state law regarding the hours of sale but still must approve the 2 a.m. closing time. Adoption of the Consent Agenda approved the 2 a.m. Liquor License for Sal's Angus Grill. Approve Hiring of Marty Schwartz, Scott Marschke, James Magill, Hunter Natterstad, Kraig Pettee as Public Works Seasonal Summer Employees At its January 3, 2017 meeting, Council approved the advertisement for seasonal employees in the Hugo Public Works Department. Employees in this positon would assist in maintaining the City's park system, building grounds, road patching, and other work as needed. Adoption of the Consent Agenda approved the hiring of Marty Schwartz, Scott Marschke, James Magill, Hunter Natterstad, and Kraig Pettee as Public Works Seasonal Summer Employees for 2017. Approve Tobacco License for Ksiall Company, dba MGM Wine and Spirits of Hugo Ksiall Company, dba MGM Wine & Spirits of Hugo, had applied for a Tobacco License for their proposed liquor store at 5441 140th Street North. Ksiall Company successfully completed the background check. Adoption of the Consent Agenda approved the Tobacco License for MGM Wine and Spirits subject to payment of the license fee and approval of the On -Sale Liquor License to be considered later this meeting. Approve Special Event Permit for MGM Grand Opening Event Victor Shevchunk, owner of MGM Wine & Spirits of Hugo, had applied for a special event permit to hold a grand opening at his liquor store on Friday, May 12, 2017. This required a Special Event Permit because they expected over 200 people and there would be amplified music in the parking lot. The applicant had submitted the completed application, application fee, and Hold Harmless Agreement. Adoption of the Consent Agenda approved the Special Event Permit Hugo City Council Meeting Minutes for April 17, 2017 Page 4 of 9 for MGM for a grand opening celebration subject to approval of the On -Sale Liquor License to be considered later this meeting. Approve Award of Bid for the North Sunset Lake Area Street Proiect At its March 6, 2017 meeting, the Council approve a resolution approving the plans and specification and ordering the advertisement for bids for the north Sunset Lake area street improvement project. Streets included in this project are: Homestead Avenue, 132nd Street, Homestead Drive, and 126th Street. Bids were received and opened on April 6, 2017. City Engineer Mark Erichson explained there were five competitive bids that ranged from $1,273, 990.06 to $1,376,986.03, with the engineer's estimate being at $1,430,849.75. Erichson recommended Council award the bid to the low bidder, TH Schifsky and Son's. Haas made motion, Klein seconded, to approve the award of bid to TH Schifsky and Son's in the amount of $1,273,990.06. Ayes: Haas, Petryk, Klein, Miron, Weidt. Nays: None Motion carried. Public Hearing on Application for On -Sale Wine and Beer Liquor License R & G Services, LTD dba Red's Savov Pizza A public hearing was scheduled for this evening to consider the application of R&G Services, LTD, dba Red's Savoy Pizza, for a Wine License and a 3.2% Malt Liquor License with a provision for strong beer. According to City Code, the Council can approve strong beer to be served under this license as long as 60% of sales is from food. Savoy Pizza is located at 14755 Victor Hugo Boulevard, and they are currently adding a 2,000 square foot expansion to include a small bar, tables, and booths in the restaurant area. The applicant had paid the $500 application fee and successfully completed the background check for the liquor license. Staff recommended Council approve the application for Red's Savoy Pizza subject to receipt of the prorated license fee and CertificateofLiability Insurance for liquor. Weidt opened the public hearing. After receiving no comments, Weidt closed the hearing. OP The Mayor invited Jason A co-owner of Savoys Pizza to the podium. Jason stated Savoys had been in business for seven years and would be providing a selection of domestic and craft beers on tap. The expansion was expected to be completed in approximately six weeks, and they would be hiring an additional six to eight employees. All Ayes. Motion carried. Hugo City Council Meeting Minutes for April 17, 2017 Page 5 of 9 Public Hearing on Application for Off Sale Liquor License for Ksiall Company, dba MGM Wine and Spirits of Hugo A public hearing had been scheduled for this evening to consider the application of Ksiall Company, dba MGM Wine & Spirits of Hugo, for an Off -Sale Liquor License to operate a liquor store in the former Rick's Liquor building at 5441 140th Street North. The applicant had submitted the appropriate Certificate of Liability Insurance for liquor, paid the $500 application fee, and successfully completed the background check. Included in the Council packet were written comments from Terry Sager, owner of Sager Liquor located at 14849 Forest Boulevard North, stating his opposition to the issuance of the license due to the number of off -sale liquor stores already in Hugo. Staff recommended Council approve the application for MGM Wine & Spirits of Hugo subject to receipt of the prorated license fee. Victor Shevchuk, 5141 Fairpoint Drive North, said he also has owned the MGM if Forest Lake for the past seven years and has lived in Hugo since 2014. Victor said he plans to open the Hugo store by May 1, 2017. Weidt opened the public hearing. John Arcand, a Forest Lake resident, said his nephew was employed by him, and he supported the liquor store. There were no other comments, and Weidt closed the public hearing. Klein made motion, Miron seconded, to recommend approval of the Liquor License MGM Wine & Spirits in Hugo. Chuck addressed the comments of Terry Sager. He talked about disasters in economy caused by government meddling in private businesses. Haas stated he felt it is the marketplace's role to deciding who the public wants to patronize, and the City has worked to make Hugo a business friendly city. Ayes: Petryk, Haas, Miron, Klein Weidt. Nays: None •. Motion carried. . Statement for Adelaide Landing and Approve Wetland Replacement Plan for Adelaide Landing and Approve Resolution for Preliminary Plat and Planned Unit Development (PUD) for Adelaide Landing Planner Rachel Juba began by informing the Council and audience that she had been contacted by the applicant who requested to remove approval of the preliminary plat and planned unit development from the agenda. The applicant was still looking for approval of the negative declaration for an Environmental Impact Statement and Wetland Replacement Plan. Hugo City Council Meeting Minutes for April 17, 2017 Page 6 of 9 Planner Rachel Juba explained the Excelsior Group, LLC, was proposing to develop 216.6 acres of property, consisting of seven parcels, into 319 single family residential lots and ten outlots to be known as "Adelaide Landing". The Planned Unit Development general plan proposed to rezone the property from Single Family Detached Residential (R-3) to Planned Unit Development (PUD), which would allow flexibility on lot sizes and setbacks. The property included wetlands and floodplain for a total buildable acreage of 146.2 acres. Juba explained that the minimum threshold for a mandatory Environmental Assessment Worksheet (EAW) per MN State Statute is 250 units, therefore, an EAW was required. The developer had worked with City staff to prepare an EAW, which is a document that analyzes, at a preliminary level, the effects a development has on the environment in regards to land use, geology, water resources, wildlife, air, noise, and transportation. The EAW had been sent out for public comment with a 30-day comment period, which ended on March 29, 2017. The Planning Commission held a public hearing on the EAW at its March 23, 2017, meeting, and staff drafted responses to all comments on the EAW, which was sent to all the agencies and others who had commented. The EAW identified areas where potential environmental effects exist and appropriate mitigation measure had been incorporated into the project plan. Staff had analyzed the EAW and plan as it relates to State Rules and found the project did not have the potential for significant environmental impacts; therefore, recommended the City Council approve the findings of fact and conclusions and the resolution approving the issuance of a negative declaration for the need of an Environmental Impact Statement (EIS). In addition, the proposed project included a proposal to fill 1.32 acres of wetlands associated with the construction of a single family development. The applicant proposed to purchase wetland bank credits at a 2:1 mitigation ratio in -advance of the proposed wetland impacts. The wetland delineation was approved by City staff in 2014 and 2016. The wetland replacement plan application was deemed complete on March 8, 2017, and public notice was sent on March 25, 2017, with an April 10, 2017, deadline to receive comments. Rachel explained the applicant's response to the public comment received was compared to the proposed plans/application and found satisfactory by City staff in fulfilling the replacement standards under MN Rules 8420. Ben Schmidt, representing the Excelsior Group, was in attendance and he provided price ranges of the homes and spoke about the positive economic impact to local builders. Council asked questions about the ponds, water reuse, street lighting, road easements, and the buffer on the west side of the pond. Juba clarified the buffer was City owned property and could be used for a future trail connection. Mayor Weidt invited the audience to comment. Bob Creager, 5214 141St Street North, said he was concerned about the lot sizes, water overflowing in the ditches, and an increase in taxes. Lisa Berger 5485 134th Street North, stated she was directly affected by the proposed pond, and asked to keep a large buffer because of standing water on their property when it rains. She was also concerned that water would flow into their property when they build the lots up. She talked Hugo City Council Meeting Minutes for April 17, 2017 Page 7 of 9 about the wildlife that was not mentioned in the EAW, and she also had concerns about the traffic. Grace LaValle Schostag, 5361 145th Street North, asked about whether there was enough room for the highway easement. She stated she was sick of paying for parks being maintained by Public Works and wanted police protection and fire protection. She questioned where the stormwater was going and said there would be major problems with traffic and water. Chris Dufresne, 15764 Fenway Avenue North, spoke in favor of the development. He said he has lived in Hugo since 2005, and building homes will bring more people, jobs, and commercial development to Hugo. John Arcand stated he was the former owner of the property. He talked about his background that eventually resulted in the home he grew up in being demolished and property becoming the ownership of the bank and/or his cousin, who had issued a restraining order against him. City Attorney Dave Snyder informed Arcand he should only talk about things germane to the development. Arcand asked for an Environmental Impact Statement (EIS) to be completed. Klein made motion, Haas seconded, to approve RESOLUTION 2017-8 ISSUING A NEGATIVE DECLARATION OF NEED FOR AN ENVIRONMENTAL IMPACT STATEMENT FOR ADELAIDE LANDING. All Ayes. Motion carried.. Petryk made motion, Klein seconded, to approve the Wetland Replacement Plan for Adelaide Landing. All Ayes. Motion carried. Miron made motion, Petryk seconded, to postpone action on the Preliminary Plat and PUD until the May 1, 2017, meeting. All Ayes. Motion carried. Update on the Yellow Ribbon Network Council Members Chuck Haas and Phil Klein updated the Council on the activities of the Yellow Ribbon Network to date. Over the past few months, the YRN had been sending packages to troops overseas and have received "thank you" notes. Haas provided some pictures, and he thanked the Hugo Lions Club for the Girl Scout Cookie donations. He talked about the Youth Hunt at Wild Wings on April 9 and thanked Dan Arcand for his donation to the YRN. Next week is Hamburger Night sponsored by Dan Gallatin. Hugo City Council Meeting Minutes for April 17, 2017 Page 8 of 9 Severe Weather Awareness Week April 17-21 and Tornado Drill on April 20, 2017 City Administrator Bryan Bear informed Council that Severe Weather Awareness Week is April 17-21. Tornado Drills had been scheduled for Thursday, April 20 2017 at 1:45 p.m. and 6:45 p.m. Comprehensive Plan Open House Workshop on Wednesday, April 19, 2017 City Administrator Bryan Bear reminded Council an open house/workshop had been scheduled for Wednesday, April 19, 2017 at 7 p.m. in the Oneka Room at Hugo City Hall to talk about visioning for the 2040 Comprehensive Plan update. Spring Cleanup Day on Saturday, April 22, 2017 City Administrator Bryan Bear reminded Council the City of Hugo will hold its annual Spring Cleanup event on Saturday, April 22, 2017 at the Hugo Public Works buiding from 8 a.m. to noon. A list of accepted items and pricing could be found on the City's website. Habitat for Humanity Home Dedication Saturday, April 22, 2017 City Administrator Bryan Bear reminded Council a meeting had been scheduled to attend the Twin Cities Habitat for Humanity dedication for four new homes on Saturday, April 22, 2017 at 10 a.m. at 14932 Generation Avenue North. Community Blood Drive Tuesday, April 25, 2017 1'181flI op, City Administrator Bryan Bear informed Council the American Red Cross will hold a Community Blood Drive at the Hugo Fire Station on Tuesday, April 25, 2017 from 2:30-7:30 p.m. Kidz `n Biz Saturday, April 29, 2017 City Administrator Bryan Bear reminded Council a meeting had been scheduled to attend the Annual Kidz n'Biz Fest will take place on Saturday, April 29, 2017 at the Oneka Elementary School from 11:00 a.m. to 2:00 p.m. NYFS Leadership Lunch on Wednesday, May 3, 2017 City Administrator Bryan Bear informed Council they were invited to attend the Northeast Youth & Family Services 2017 Leadership Luncheon on Wednesday, May 3 at the Midland Hills Country Club, 2001 Fulham Street in Roseville, from 11:30 — 1 p.m. The Council indicated they were unable to attend. Hugo City Council Meeting Minutes for April 17, 2017 Page 9 of 9 Adjournment Klein made motion, Miron seconded, to adjourn at 9:45 p.m. Respectfully Submitted, Michele Lindau City Clerk MINUTES FOR THE HUGO CITY COUNCIL 2040 COMPREHENSIVE PLAN OPEN HOUSE WEDNESDAY, APRIL 19, 2017 CITY HALL ONEKA ROOM PRESENT: Klein, Petryk, Miron, Weidt ABSENT: Haas ALSO PRESENT: Landform Planner Kendra Lindahl, Landform Planner Mary Matze, City Administrator Bryan Bear, City Clerk Michele Lindau, City Engineer Mark Erichson, Planner Rachel Juba, Community Development Assistant Rachel Leitz, and Parks Planner Shayla Denaway. The meeting was called to order at 7:00 pm by Mayor Weidt. The open house was held for the purpose of providing information on the Comprehensive Plan and soliciting comments from residents and property owners. A presentation was made by Juba outlining the Comprehensive Plan process and what type of comments the City was looking for from the residents. There were approximately 130 people that attended. At the open house, existing plans for the City were showcased and followed by surveys completed focusing on Hugo's strengths, weaknesses, opportunities, and threats. The meeting adjourned at approximately 9:00 pm. Respectfully Submitted, Rachel Juba 0 MINUTES FOR THE HUGO CITY COUNCIL HABITAT FOR HUMANITY HOME DEDICATION SATURDAY, APRIL 22, 2017 PRESENT: Haas, Klein, Weidt ABSENT: Haas, Petryk ALSO PRESENT: City Administrator Bryan Bear The Council met at 10 a.m. to participate in the Twin Cities Habitat for Humanity dedication held to welcome four new families to Hugo. These four homes are located in the townhome development on Generation Avenue. There was an introduction of the families followed by tours of the homes and refreshments. a "'ddh�. Respectfully submitted, Bryan J. Bear City Administrator City of Hugo Claims May 1, 2017 GI Vendor Invoice Amount Description Department Al's Coffee Companv 152465 $ 237.25 Breakroom Supplies Gen Gov't Bldgs American Flagpole & Flag Cc 132665 $ 185.70 US & POW/MIA Flags Fire Dept American Pump Company R-19750 $ 640.00 Rental - Valves, Hoses & Sockets _ Water Utility American Pump Company 19710 $ 107.09i.Camlock Hose Set Assembly (Returned) Water Utility Anderson, Scott CLAIM $ 65.89 Spring Cleanup Day Supplies Recycling Applewood Nursery &Landscape 1166 $ 106.65 Black Dirt - Mailbox Repairs Street Dept Bailer, Scott CLAIM $ 34.99 Safety Gear Building Inspections Batteries Plus Bulbs 031-605329-01 $ 484.00 Batteries - LED Speed Signs Street Deft Bauer Built Tire 180209449 $ 521.58 Tires - Unit #310 & Unit #321 Parks Dept Century College �- _.... 642892 $ 217.00 Advanced Auto Extrication Course Fire Dept - -- Century College 642947 $ 700.00 FFI Tuition - Justin Williams Fire Dept Century Link 651 426-8763 $ 60.78 911 Emergency Line Administration Cities Digital 39995 $ 2,944.20 Laserfiche Project- Document Scanning Administration Clarey's Safety Equipment Inc 171196 $ 100.00 Monthly Calibration of Gas MonitorsFire Dept Colvard, Kevin CLAIM $ 64.25 Grilling Tools (Home Denot) _.Fire Dept Colvard, Kevin CLAIM $ 75.43 Oven Thermostat (Amazon) _ ! Fire Dept Comcast 4/11/2017 $ 239.85 Business Internet (thru May 20) Administration De Lage Landen Financial Services Inc 54073455 $ 311.37 April Copier Lease Payment Administration Earl F. Andersen 0114067-IN $ 206.65 1 Street Sign Plates Street Dept Guareschi, Jodie CLAIM $ 102.26 Utility Bill Folding (Office Max) Water/Sewer Hisdahl Inc 16092 $ 64.00 'Plaque (Sheriff Hutton) Administration Holiday Comr anies 111025205 $ 38.63 Fuel - Unit #202 _ Street Dept Home Depot Credit Services 5687590 $ 83.86 Bio-Hazard Kits Various Home Depot Credit Services 6563436 $ 246.32 Electrical Wire Public Works Home Depot Credit Services 4564037 $ 207.62 Tools - Unit #337-17 Stormwater Fund Innovative Office Solutions LLC IN1583180 $ 93.86 Lanyards Administration Innovative Office Solutions LLC IN1585915 $ 107.48 Copy Paper Administration Innovative Office Solutions LLC IN1565915 $ 67.60 Breakroom Supplies Gen Gov't Bldgs Innovative Office Solutions LLC IN1585915 $ 111.64 File Folders Administration Integra Telecom 14593016 $ 91.45 Fax Lines Administration Jefferson Fire & Safety Inc _ 236246 $ 75.54 Task Force Cap Fire Dept Johnson/Turner March $ 4,297.96 March Prosecution Fees (Flat Feed General Legal Johnson/Turner March $ 374.95 March Disbursements (Prosecution Costs General Legal Johnson/Turner _ March $ _ 2,530.50 March Civil Legal Fees - See Attached Breakdown General Legal KLM Engdneering Inc 6333 $ 1,900.00 Water Tower No. 2 Tank Cleaning Water Utility Knowlan's Super Markets Inc 3606 $ 5.00 Soft Drinks for Lobby Machine Gen Gov't Bldgs Knowlan's Super Markets Inc 8222 $ 17.46 Meeting Supplies (Comp Plan Workshop) Planning & Zoning Landform 25697 $ 2,305.95 2040 Comp Plan Planning & Zoning Laughlin's Pest Control - 9691 $ 85.00 April Pest Control Service (CH) Gen Gov't Bldgs Lawson Products 9304870010 $ 135.32 Bulk Hardware Supplies Public Works Lawson Products 9304873140 $ 114.40 ' Bulk Hardware Supplies Public Works Lawson Products 9304873141 $ 114.34 Bulk Hardware Supplies Public Works Lawson Products 9304866762 $ 1,147.85 Bulk Hardware Supplies Public Works Lindau, Michele CLAIM $ - 84.67 Meeting Mileage City Clerk MailFinance N6502075 $ 55.70 Meter Rental - March 'Administration MailFinance -F N6502075 $ 55.70 'Meter Rental - April Administration MailFinance N6502075 $ _ 55.70 Meter Rental - May Administration Menards 50055 $ 21.40 Raingarden Supplies Gen Gov't Bldgs Menards 49998 $ 208.93 Lumber & Hardware - Unit #337-17 Stormwater Fund Menards 49847 $ 98.12 Water Meter Repair Supplies Water Utilit:i Menards 50476 $ 67.12 Fire Department Supplies Fire Dept Metering & Technology Solutions 8706 $ 2,032.67 Water Meters & Hardware Water Utility Minnesota Trucking Association 200009479 $ 90.00 Vehicle Inspection Class - Dave Greeder Street Dept Minnesota Trucking Association 200009479 $ 90.00 Vehicle Inspection Class - Matt Klein Street Dept Press Publications 551585 $ 21.08 City Council Special Meeting Notice Ordinances/Proceedings Pump and Meter Service Inc 349872 $ 332.45 Vehicle Hoist Repairs Public Works Rabouin Inc CLAIM $ 3,000.00 .2018 Assessment - Partial Billing #4 Assessor Sam's Club 60497 $ 58.30 Fire Department Supplies Fire Dept Schifsky (T.A.) & Sons Inc 61083 $ 713.91 Fine Ads halt Street Dept Schifsky (T.A.) & Sons Inc 61112 $ 568.88 3/8" Aggregate & Modified _ _ Street Del t Schifsky (T.A.) & Sons Inc 61147 $ 102.96 3/8" Aggregate & Modified Street Dept Schoonover, Cynthia CLAIM $ 125.96 Historical Commission Supplies Historical Commission SiteOne Landscape Su�ily LLC 79769124 $ 72.09 Irrigation Hardware Parks Dept Sun Life Financial May $ 696.45 Disability Premium Finance Dept Terrys Repair Co 1251 $ 420.09 Repairs - Unit #4216 Fire Dept T-Mobile 870254054 $ 43.66 Cellular Phone Charges Administration T-Mobile 870254054 $ 1,331.12 Cellular Phone Charges Various Toshiba Financial Services 328215223 $ 214.98 Mau Co❑ier Lease Payment Fire Dept Toshiba Financial Services 328215223 $ 4.31 Overa_�e Charges ,B & VjV. Fire Dept Page 1 City of Hugo Claims May 1, 2017 Vendor Invoice Amount Description Department Toshiba Financial Services 328215223 $ 15.30 Overage Charges iColori Fire Dept Twin City Garage Door Co 481239 $ 1,300.00 Garage Door Repairs Public Works Uline 9167307 $ 190.68 Foamboard (Comp Planl Planning & Zoning Verizon Wireless 9783318933 $ 636.35 Cellular Phone Charges Fire Dept Washington Counry 116411 $ 2,440.00 Special Assessment Collection Fee General/Unallocated Washington County 60595 $ 452.43 License & Registration - Unit #337-17 Stormwater Fund Washington County Conservation District 3766 $ 625.00 East Metro Watershed Membership - Duff Stormwater Fund Winnick Supply 338665 $ 417.77 Steel - Unit #337-17 Stormwater Fund Total Claims for May 1, 2017 $ 38,051.27 Page 2 JOHN30N{TURNER LEGAL- April 12, 2017 City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Dear Ron: Enclosed, please find our billing statements for the City of Hugo as of March 31, 2017. Below is a summary of the matter description, subtotal and total amount due and owing for the attached statements: MATTER Deutsche Bank_ Litigation General 2017 Prosecution j TOTAL NOW DUE: MATTER I.D. 17-2359-044 17-2359-043 12-2359-024 SUBTOTAL $937.50 1,593.00 $4,672.91 $7.203.41 1 Please feel free to contact me if you have any questions regarding the billing statements. Sincerely, ;JOHNSC) URNER EGAL David K. Snyder DKS/mah Enclosures 56 East Broadway Avenue, Suite 206 / Forest Lake, MN 55025 / p 651.464,7292 f 651.464.7348 / johnsonturnercom FOREST LAKE / LAKE ELMO / WOODBURY / BLAINE r CITY OF 6.3 EST. 1906 Special Event Permit - Memorandum To: City Administrator Bryan Bear From: City Clerk Michele Lindau Date: April 27, 2017 for the City Council Meeting May 1, 2017 Re: Blue Heron Grill Special Event Permit 1. BACKGROUND: The Blue Heron Bar and Grill, 14725 Victor Hugo Boulevard, has applied for a Special Event Permit for their annual outdoor tent party to be held on Friday, June 23 and Saturday, June 24, 2017. A Special Event Permit approved by Council is necessary because alcohol will be sold outdoors, over 200 people are expected to attend, it will extend after dark, and there will be amplified music. This event will be identical to their two day event held last year, which according to the Washington County Sheriff Department generated several complaints of disorderly conduct on the part of the patrons at the event. A condition has been added to require two Washington County Deputies to be at the event from 10:30 p.m. to 2:30 a.m. 2. DESCRIPTION OF EVENT: The event will consist of the four bands playing from 6-9 p.m. and 9-midnight each night. The music will be outdoors in a tent adjacent to the west entrance of the building. . Alcohol will be sold and served in the tent area. The event is outlined in detail below. Parking The event tent will occupy a portion of the Blue Heron parking lot. The Blue Heron also has a shared parking agreement with the property to the north occupied by Festival Foods and adjacent businesses in the Victor Gardens North Village shopping center. Blue Heron Assistant General Manager Amy Lindberg will contact the property owner regarding the use of the lot and agreed to leave several rows in front of Festival Foods open during their business hours. Blue Heron will have private security patrolling the parking lot during the event. The Ideal Credit Union and the Health Partners Clinic have also agreed to allow parking in their lots after business hours. A cleanup crew will be in the parking areas between 6-8 a.m. both Saturday and Sunday morning to pick up any litter. a Stage Structure and Tents A 140' X 40' tent will be rented and installed by a professional company. The tent will be of fire retardant material, and no smoking will be permitted inside the tent. The stage, lights, and sound will also be set up by professionals who will assist in determining the best configuration to control the sound and lights away from adjacent properties. a Bathroom facilities/waste management The applicant will be renting additional porta-potties that will be located between the building and tent area. There will also be access to the bathrooms inside the building. Garbage receptacles shall be regularly emptied and the event site kept clear of debris. The Blue Heron's current refuse hauler will provide additional dumpsters for the event. a Food and Liquor No food will be prepared in the tent area but will be available inside the building. There will be a cover charge to get in, and patrons must show proper I.D. and will be given wrist bands. The entrance/exit will be monitored by hired security to ensure no alcohol leaves the area. The applicant will be contacting local cab companies, providing sober ride contact information to patrons, and encouraging designated drivers. Sober rides were given last year with good success. a Security The Blue Heron has hired a security company, Security Specialists, to work the tent area. Eight security guards will work in overlapping 5-8 hour shifts with the most coverage during the peak evening hours. The Blue Heron will also have two Washington County Deputies on site from 10:30 p.m. — 2:30 a.m. 3. REQUIREMENTS: The applicant has provided the City the completed permit and permit fee. In accordance with this permit, the applicant shall conduct the event as described herein and meet the following conditions: Prior to the Event 1. The applicant will provide the City a signed Hold Harmless Agreement. 2. The applicant will provide a Certificate of Liability Insurance showing the City of Hugo as additionally insured for this event. 3. The applicant will receive permission from Ideal Credit Union and Health Partners for parking on their sites. 4. The applicant will post signs prohibiting parking in front of Festival Foods and adjacent businesses during business hours. 5. The applicant will notify adjacent business owners of the event. 6. The stage will be placed according to the attached site plan to minimize noise to neighboring properties. During the Event 7. The applicant shall conduct the event in accordance with the approved plans submitted with the application. The applicant shall comply with all applicable federal, state, and local laws, rules, regulations, and ordinances. Parking area will be monitored, and parking attendants will direct traffic to approved locations. 8. Security will be posted at all entrances/exits to ensure no alcohol leaves the tent area. 9. All activities associated with the outdoor stage performances and amplified sound shall end by midnight both nights. Cleanup crews will remove all litter from the parking area on Saturday and Sunday morning at 6 a.m. 10. Garbage receptacles shall be regularly emptied and the event site kept clear of debris. 11. Two Washington County Deputies will be present between the hours of 10:30 p.m. to 2:30 a.m. both nights. After the Event 12. All signage will be removed immediately after, and temporary structures placed on the property for this event will be removed within 12 hours of the end of the event. 13. All trash will be removed from the site, including all parking areas. 4. CONCLUSION/RECOMMENDATION: The City and Washington County Sheriff's Office have worked with the Blue Heron to address potential impacts to the health, safety, and welfare of the residents of Hugo and participants of this event. Staff recommends Council approve the Special Event Permit for outdoor concerts at the Blue Heron on Friday and Saturday night, June 23 and 24, 2017. Minor changes to this permit may be approved by City staff. Changes staff deems to be significant will require Council review and approval. CITY OF _ _.. 14669 Fitzgerald Avenue North, Hugo, MN55038 a (651) 762-6300 www.ci.hugo.mn.us Special Event Permit Application Procedures for processing special event permits ore found in Hugo City Code Chapter 90, Section 90-3Z2. Any individual or organization holding an event or temporary use of a property which includes erecting temporary structures, offering food/beverages, or affecting traffic or parking requires a special event permit. Outdoor events, tent sales, employment fairs, celebrations, or similar special events are subject to this ordinance and require a special event permit. Applicant (App)icant will receive all correspondence from the City): Contact Person::: Address Wqa City, Ph on - Cell Signature of Applicant Event Information Type of Event 4UaD,__f 1UCf'Z Address: ���/J V G b 8W11 Property Owner/Manager: Contact Person: 0 W W ( — ON ner M Address City 410 State MW Zip Phone Jnb1-7i0~ 1 W ' Celle /Di/JD-7J� Emailyi , Q Description of Event -Please review the items on the check list on the back of the application for information that is required to make this application complete. If there is not enough room below to describe the event please submit on a separate sheet of paper. ��-dr�' -fed w� U've lacr�ls . �nels � ( vi �) ►'red AI ed Saru't "Wi Po►�I�b(e . ..... -- For Offic Use Only Fee PaiA l Date 1 - Z y -� ❑Yes ❑ No ❑Yes with conditions below City Council Meeting Date Conditions: Clerk Signature /l 7 '/l 7 (� and will " &I ` kF fcr dxhd k ri "so 7 !IL� FA OKU13 M Ir I � fi r' f j� J' � ' f ' ! S 651-756-1894 www.blueherongrill.com ` IN - Aw -F..--w In Two Hicks and a Chic I qpm _ III[ H k1 14itehville Ff]find us on facebook! www.facebook.com/blueherongrillhugo Tim Mahoney NBC's — The Voice GB Leighton Flo Wris�bQhd each high� Renewal Application for Optional Liquor 2AM License 6 Alcohol & Gambling Enforcement License Type: 2AM-500K+ Expires On: May 16, 2017 Blue Heron Grill Inc. Blue Heron Grill 14725 Victor Hugo Blvd Hugo MN 55038 ID Number: 25038 Business Phone: 6512607520 If any of the above licensee information is not correct, please make corrections as necessary. Licensee must report previous 12 month on sale alcoholic beverage gross receipts by checking one ofthe boxes below. Next to the box you check is your 2 AM license fee. Make check payable to: Alcohol and Gambling Enforcement Division (AGED). Mail this application and check to: AGED, 445 Minnesota St., Suite 222, St. Paul, MN 55101-5133. _ $300 2AM license fee - Up to $100,000 in on sale gross receipts for alcoholic beverages $750 2AM license fee - Over $100,000, but not over $500,000 in on sale gross receipts for alcoholic beverages _$1000 2AM license fee - Over $500,000 in on sale gross receipts for alcoholic beverages _ $200 2AM license fee - 3.2% On Sale Malt Liquor licensees or Set Up license holders _ $200 2 AM license fee - Did not sell alcoholic beverages for a full 12 months prior to this application - Yes No Does the city or county that issues your liquor license allow the sale of alcoholic beverages until 2 AM? City Clerk/County Auditor Signature Date (I certify that the city or Qaunty of approves the sale of alcoholic beverages until 2AM) i'111 � Licensee Signature Date (I certify that I have answers a abov uesti ns truthfully and correctly) Licensee Minnesota Tax ID Number (Required): O QpIL/m Licensee: Prior to submitting this application to the Alcohol & Gambling Enforcement Division you must have this form signed by your local city or county licensing official Minnesota Department of Public Safety Alcohol and Gambling Enforcement Division (AGED) 445 MinnesotaStreet, Suite 222, St. Paul, MN 55101-5133 Telephone 651-201-7500 Fax 651-297-5259 TTY 651-282-6555 dps.mn.gov (Above Space Reserved for Recording Information) STORMWATER RE -USE AGREEMENT (Waters Edge, Hugo, Minnesota) THIS STORMWATER RE -USE AGREEMENT (this "Agreement") is entered into as of this 20 day of Amil, 2017, by and between the CITY OF HUGO, a Minnesota municipal corporation (the "City"5 and WATERS EDGE HOMEOWNERS' ASSOCIATION, a Minnesota Common -Interest Community and corporation (the "HOA"). RECITALS A. Stormwater ponds (the "Ponds") are located on property owned by the City and legally described as: Outlot A, Waters Edge South Third Addition, Washington County, Minnesota (the "City Outlots"). B. The City desires to allow stormwater to be pumped out of the Ponds to provide irrigation water to certain common elements within the Waters Edge residential community (the "Common Elements") which are identified on Exhibit A attached hereto and incorporated herein. C. A Stormwater Re -Use Distribution System (the "Distribution System"), including without limitation the Stormwater Re -Use Pump (the "Pump"), has been designed and will be installed by the City in locations as generally depicted on Exhibit B attached hereto and incorporated herein, which Distribution System and Pump allow stormwater from the Ponds to be used to provide irrigation water to the Water's Edge Irrigation System (the "Irrigation System") Common Elements. D. The City and the HOA wish to enter into this Agreement, governing the use of the Distribution System and the Pump. NOW, THEREFORE, for valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties hereby agree as follows: l . Use of Stormwater. The City hereby permits the HOA to utilize the stormwater from the Ponds to provide irrigation water to the Common Elements, all in accordance with the terms and conditions of this Agreement. The Pump and electrical controls will be installed and stored within the City Outlots. 2. Duration of Agreement. The term of this Agreement, a period of twenty-five (25) years from the date of execution, subject to extensions and termination as set forth herein. 3. Cost. The HOA recognizes the City's financial commitment to the installation and maintenance of the Distribution System and Pump for the purpose of stormwater reuse. The HOA, its successors, and assigns shall be required to purchase stormwater from the City at a rate of $21,360.00 per year (paid prior to December 31") increased annually by the lesser of 3% every year or the cost of using treated drinking water from the City's municipal system for irrigation purposes. In the event that the HOA uses treated drinking water from the City's municipal water supply system, the HOA shall pay the fee (stated above) for stormwater use in addition to the cost of treated drinking water used from the City's municipal water supply system, billed at the City's water rate during that time period. 4. Pumping Requirements. Notwithstanding anything herein to the contrary, the HOA shall be required to use the Distribution System and Pump to irrigate the Common Elements with stormwater. The HOA may only use treated drinking water from the City's municipal water supply system for irrigation purposes when the following conditions apply: 1) There is a deficiency with the Distribution System or Pump that causes the Irrigation System to become inoperable during the period of inoperability. 2) The pond falls four (4) feet in elevation and remains so for at least twenty-four (24) hours. In either of these cases, the HOA shall be required to contact the City, in writing, and request the Distribution System be switched to irrigate with treated drinking water from the City's municipal water supply system during the period of inoperability. Notwithstanding the foregoing paragraph 4 (2), after a period of three years from the execution of this agreement, both parties will consider and evaluate and negotiate in good faith the matter of whether the 4 foot pond -reduction limitation in section 4(2) may be increased or decreased. If the 4 foot pond -reduction limitation is decreased, it may only be decreased up to two (2) feet 5. Irrigation. The HOA shall be exempt from any watering restrictions of the City relating to irrigation, provided that the HOA is re -using stormwater via the Distribution System for irrigation purposes during the period of any claimed violation. This exemption shall not apply if the HOA is using treated water from the City's municipal water supply system for irrigation purposes. 6. Maintenance. The HOA shall allow the City such access over its property, that of its members and over its common areas as is -reasonably needed to construct, maintain, repair, and/or replace the Distribution System and the Pump. The HOA shall coordinate and perform full - system draining and blow-out for winterization purposes, with assistance from the City provided as needed. The HOA shall test the backflow preventers every year before start-up of the Irrigation System. All maintenance and repair and replace of the Irrigation System shall be the responsibility of the HOA. It shall be the HOA's responsibility to ensure water quality is adequate for irrigation prior to system start-up each spring. Notwithstanding the foregoing, in no event shall the City be responsible for turf degradation, consequential damages or property damage as a result of water quality or supply issues or otherwise by reason of its provision of or failure to provide the services offered by it under this agreement. 7. Equipment Failure. In the event there is a deficiency with the Distribution System or the Pump which causes the system to become inoperable, the City shall correct the deficiency within thirty (30) days after the HOA gives written notice to the City specifying the deficiency, or as soon thereafter as reasonably possible. The HOA shall be billed based on a pro rata share for the use of treated drinking water from the City's municipal water supply system used for irrigation purposes. 8. Credits. The HOA recognizes the City's intent to use any excess volume and water quality credits created by the Distribution System as a means of meeting volume and water quality requirements for City road and other projects under Rice Creek Watershed District stormwater management rules. Notwithstanding the foregoing, the HOA has no obligation to create any such excess credits or to operate the Distribution System in any manner other than in accordance with the requirements of this Agreement. 9. Default. In the event the HOA fails or refuses to maintain, repair and/or operate the Irrigation System as required herein, the HOA shall correct the deficiency within thirty (30) days after the City gives written notice to the HOA specifying the deficiency, or as soon as reasonably possible otherwise. If the HOA fails to timely correct the deficiency, then the City may, with ten (10) days written notice and without regard to the formalities of Minnesota Statutes Chapter 429, perform such work to maintain, repair, and/or operate the Irrigation System and assess the HOA and the properties within it for the cost of such work. 10. Extension. Except to the extent otherwise provided in this Agreement following the initial twenty-five year term, this Agreement will be automatically extended for successive one-year periods (subject to the "Termination" section below), on the same terms and conditions as in effect immediately prior to the then -current expiration date, unless either party gives the other notice of non -extension at least three months before the then -current expiration date. 11. Termination. If either party breaches any provision of this agreement and if such breach is not cured within thirty (30) days after receiving written notice thereof, the non -breaching party shall have the non-exclusive right to terminate this agreement thereafter, upon written notice. 12. Miscellaneous. This Agreement contains the entire agreement between the City and the HOA regarding the subject matter hereof This Agreement may be signed in any number of counterparts, each of which shall be considered an original, but which together shall constitute one and the same instrument. This Agreement may be amended only by a written instrument signed by the parties hereto. This Agreement shall run with the land. 13. Authorization. The parties represent and warrant that the undersigned are duly authorized to execute this Agreement and to bind the respective parties to the terms of this Agreement. [Signature and Acknowledgement Page Follows.] IN WITNESS WHEREOF, the parties have executed this Agreement as of the day and year first above written. CITY OF HUGO Lo : STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON ) Tom Weidt, Mayor Michele Lindau, Clerk The foregoing instrument was acknowledged before me this day of 2017, by Tom Weidt and Michele Lindau, the Mayor and Clerk of the City of Hugo, a Minnesota municipal corporation, on behalf of the municipal corporation. Notary Public WATERS EDGE HOMEOWNERS ASSOCIATION --++�� By. � m J �1171 _ Lauren Fentiman, Masters President STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON ) The foregoing instrument was acknowledged before me this day of , 2017, by, the Masters President of the Waters Edge Homeowners' Association, a Minnesota non- profit corporation, on behalf of the non-profit corporation. Notary Public I(AREN J. VOGEL «'�'1. L L NOTARY PURL C - h11NNESOTA ':'_ 'F• MY COMh11SSICN EXPIRES 'Ytci.u.+r' JANUARY 31, 2019 THIS INSTRUMENT WAS DRAFTED BY. .. 01\, 000 f roll x m }, roll r•- r, Lo r pp 0o'O' . 1 r • 1' w _ r ell .r r d . ' Irrigated Area ��. crrY of Exhibit A - Irrigation Area N mWatees Edge Stormwater Reuse 0 500 rr City of Hugo Feet ��' i r- ' -6_ 7 C „ 1 I' Proposed Irrigation Piping Pump ME / v CITY OF Exhibit B - System Schematic N Ir Watees Edge Stormwater Reuse 0 500 WSB .., City of Hugo mmmmnmmzz=== Feet EXHIBIT C OPERATION AND MAINTENANCE REQUIREMENTS Operaflons & Maintenance Ran All stormwater reuse systems should have an OW plan for operating personnel to follow The following lists information related to storage system O&M hat should be detailed in the Plan: t_ Inspection sr-hedule With the folI(xving minimum activiti+es:. 10, Mspe curt ofv.7dku' artd �rifional stwures each �WnG pidr: Fif iystem Mth taarer and inspect nor Teaks. Rep3k, a1 necesmiy. Dwing "year, inWectarrdre_ordsed#nentd0p& monthlytodeterrniry the rails offseifffnentaccumulagon l ecwase WE offarbre iirr specIroncWe based on findFAA 1- kupect vents monthly. 2. Cleaning schedule ►- Perbdic iemovaf ofaccu€TFuEd sel7Wnmtbased onirJ ectil n fii dkgs ► hall cleaning ofentre stnxbm as part of4l N to rated' procedmi 3. Winterization ►- Est ffl&h sche We for WMIMM&L ►° E %rater from entire system. ►° Clean iqsde.andouWdeoFbnks. ►VilyushwdrefTWiiopEnditring%fnt2r 4,Rump maintenance and winterization procedures, as recommended by rnanufactu rer. 0- A71fow mantifacbmrt rnstrrrtbm forpmpmaiai nvreand whter kn S.Site .plan showing: ►, Locabon"undegmindstrucMms ► i<ocafonandtypes ofuaims, and descriptiir r ofcandOns tipiequfre wfves tote opera orsihut ► Location ofdka#i pfug1 cis rtsurrp G.7 14669 Fitzgerald Avenue North, Hugo, MN55038 • (651) 762-6300 • www.ci.hugo.mn.us TO: Honorable Mayor Tom Weidt and Members of the City Council FROM: Ron Otkin, Finance Director SUBJECT: Revenue Bonds (Conduit Bonds) Public Hearing DATE: For the City Council Meeting of May 1, 2017 REQUEST FOR CONDUIT BOND FINANCING The City of Hugo is being asked to consider issuing Tax -Exempt Revenue Bonds, in an amount of no more than $5.1 million, on behalf of the Autism Opportunities Foundation (the "Borrower"), a Minnesota nonprofit corporation doing business as the Minnesota Autism Center. The bond proceeds will be used to finance the acquisition, construction, and equipping of an intensive therapy center for children and adults ages 10 to 21 diagnosed with autism spectrum disorder ("ASD"). The Borrower also wants to amend certain terms of the bonds that were issued by the City of Hugo in 2015 which were used to finance the acquisition, construction, and equipping of an approximately 48,000 square foot two-story school building that serves primarily high school students with ASD. The project will be located at 2010 Silver Bell Road in Eagan, Minnesota. The Borrower has agreed to pay the City of Hugo an issuer's administrative fee of/4 of 1 % of the principal amount of the bonds in consideration for the City of Hugo acting as issuer. PUBLIC HEARING A public hearing on the proposal has been scheduled for June 5, 2017, after which the Council will be asked to adopt a resolution approving the issuance of bonds. Notice of the public hearing will be published in the Citizen. All persons who appear at the public hearing will be given an opportunity to express their views with respect to the proposal. RISKS TO THE CITY OF HUGO The City of Hugo is only serving as the bond issuer. The Minnesota Autism Opportunities Foundation is the actual borrower and is solely responsible for repaying investors. The bonds are not moral obligations on the part of the City, and the bonds will not constitute a debt of the City within the meaning of any constitutional or statutory limitation. The issuance of the bonds will not affect the City's credit rating on bonds it issues for municipal purposes. The City will not be required to provide any continuing disclosure or arbitrage calculations regarding the bonds or the project being financed. RECOMMENDATION Briggs and Morgan, the City's bond counsel, has reviewed this request and finds it to be a proper use of the City's bonding authority. Thus, the Finance Department recommends that the City Council approve the attached RESOLUTION CALLING FOR A PUBLIC HEARING ON THE ISSUANCE OF REVENUE BONDS AND AUTHORIZING THE PUBLICATION OF A NOTICE OF THE HEARING. ATTACHMENTS Project Letter Drafted by Briggs and Morgan Resolution CALLING FOR A PUBLIC HEARING ON THE ISSUANCE OF REVENUE BONDS AND AUTHORIZING THE PUBLICATION OF A NOTICE OF THE HEARING (Minnesota Autism Center Project). r r r B R I G G 5 MORGAN April 17, 2017 BY E-MAIL Ron Otkin Finance Director City of Hugo 14669 Fitzgerald Ave. N. Hugo, MN 55038-9301 2200 IDS Center 80 South 8th Street Minneapolis MN 55402-2157 tel 612.977.8400 fax 612.977.8650 Catherine J. Courtney (612)977-8765 Courtney@briggs.com Re: Extraterritorial Issuance of Tax -Exempt Obligation for Project in Eagan Dear Mr. Otkin: The City of Hugo, Minnesota ("Hugo") has received from Autism Opportunities Foundation, a Minnesota nonprofit corporation and 501(c)(3) organization, doing business as the Minnesota Autism Center (the "Borrower"), a proposal that Hugo undertake a program to assist in financing the project described below, which is located in the City of Eagan, Minnesota through the issuance of revenue bonds or other obligations (in one or more series) (the "Bonds") pursuant to Minnesota statutes. The Borrower proposes to (i) finance the acquisition, construction, and equipping of an intensive therapy center for children and adults ages 10 to 21 diagnosed with autism spectrum disorder ("ASD"), consisting of a one-story building of approximately 19,378 square feet with classrooms, a playground area, lunch room, gym, therapy room, art room, computer lab, conference rooms, administrative space, and parking lot (the "Therapy Facility") to be located at 2100 Silver Bell Road in Eagan (the "Therapy Project"), and (ii) to amend certain terms of the bonds that were issued by Hugo in 2015 (the "2015 Bonds") which were used to finance the acquisition, construction, and equipping of an approximately 48,332 square foot two-story new school building, which serves primarily high school students with ASD, and includes a reception area, approximately 14 classrooms, 11 therapy/breakout rooms, 5 office/conference rooms, a library, an arcade, a lunch room, and a gymnasium, and also includes a soccer field and a parking lot all located at the southwest corner of Silver Bell Road and Tesseract Place (the "Existing Project" and, together with the Therapy Project, the "Project"). The Project will be owned, operated, and managed by the Borrower. The maximum estimated principal amount of the Bonds to be issued by Hugo to finance the Therapy Project is $5,100,000. Briggs and Morgan, Professional Association Minneapolis I St. Paul I www.b6ggs.com Affirmative Action, Equal Opportunity Employer 8278649v1 BRIGGS AND MORGAN April 17, 2017 Page 2 The Bonds, if and when issued, will not constitute a charge, lien or encumbrance upon any property of Eagan or Hugo, and such obligation will not be a charge against the general credit or taxing powers of Eagan or Hugo, but will be payable solely from sums to be paid by the Borrower pursuant to a revenue agreement. To obtain "bank qualification" for the Bonds, the Borrower and the purchaser of the Bonds, Wells Fargo Bank, requested that the Bonds be issued by Hugo. This is permissible under federal and State statutes if certain procedures are followed, including the approval by Eagan to the issuance of the Bonds by Hugo. Bank qualification gives the Borrower a lower interest rate and provides certain interest treatment advantages to the purchaser of the Bonds. However, each issuer may issue only $10,000,000 of bonds for its own governmental purposes and bonds for 501(c)(3) entities, like the Borrower, in each calendar year. Hugo has sufficient bank qualification capacity in 2017 to allow for the issuance of these Bonds as bank qualified. We look for an issuer of bonds for a project in an extraterritorial jurisdiction to have a nexus with the project being financed. In this case, there are residents of Hugo who attend the Existing Project as students. Thus, Hugo has a nexus with the Therapy Project. The Bonds will be issued in accordance with Minnesota Statutes, Sections 469.152 through 469.165. A city may not issue bonds for a project located outside of its jurisdiction, as is requested in this case. However, the city in which a project is located may give permission for the issuance of bonds by another city. This is commonly referred to as "host approval." Under Minnesota Statutes, Section 471.656, subdivision 2(2), host approval may be given for a project located in the host city, by resolution of the host city. Similarly, under the federal tax code, before a city can issue bonds for a project located outside of its jurisdiction, the host city must give its approval. Such approval can only be given following the holding of a public hearing. Eagan has agreed to provide such host approval and will hold its public hearing on June 6th. As the issuer of the Bonds, Hugo must also hold a public hearing. I will separately send you a resolution for consideration at Hugo's May 1st City Council meeting that approves scheduling a public hearing for Hugo's June 5tb City Council meeting. The public hearing notice, which will be attached to the resolution as an exhibit, must be published at least 14 days but not more than 30 days prior to the date set for the public hearing. Briggs and Morgan, as bond counsel to Hugo, will submit the notice to Hugo's paper for publication. It will be published in the May 1 Vh edition of the newspaper. 8278649v1 BRIGGS AND MORGAN April 17, 2017 Page 3 Hugo must also file an application with the Department of Employment and Economic Development. We will provide you with a draft of that application also. It will be submitted to DEED after the public hearing on June 5a'. The Borrower has agreed to pay Hugo an issuer's administrative fee of 1/4 of 1% of the principal amount of the Bonds in consideration for Hugo acting as issuer. Please feel free to contact me if you have any further questions. Very truly yours, /s/ Catherine J. Courtney Catherine J. Courtney CJC/pmr cc: Mary Webster 8278649vl EXTRACT OF MINUTES OF A MEETING OF THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA Pursuant to due call and notice thereof, a regular or special meeting of the City Council of the City of Hugo, Minnesota, was duly held in the City Hall in said City on Monday, May 1, 2017, commencing at 7:00 P.M. The following Council members were present: and the following were absent: Member introduced the following resolution and moved its adoption: RESOLUTION NO. RESOLUTION CALLING FOR A PUBLIC HEARING ON THE ISSUANCE OF REVENUE BONDS AND AUTHORIZING THE PUBLICATION OF A NOTICE OF THE HEARING (MINNESOTA AUTISM CENTER PROJECT) WHEREAS, Minnesota Statutes, Sections 469.152 through 469.165, as amended, relating to municipal industrial development (the "Act"), gives municipalities the power to issue revenue obligations for the purpose of promoting the welfare of the state by the active attraction, encouragement and development of economically sound industry and commerce to prevent so far as possible the emergence of blighted and marginal lands and areas of chronic unemployment; and WHEREAS, the City of Hugo, Minnesota (the "City"), has received from Autism Opportunities Foundation, a Minnesota nonprofit corporation, doing business as the Minnesota Autism Center (the "Borrower"), a proposal that the City assist in financing a project hereinafter described in the form of Notice of Public Hearing attached hereto as Exhibit A, through the issuance of revenue bonds or other obligations (the "Bonds"), in one or more series, pursuant to the Act; and WHEREAS, before proceeding with consideration of the request of the Borrower it is necessary for the City to hold a public hearing on the proposal pursuant to Section 147(f) of the Internal Revenue Code and Section 469.154, Subdivision 4, of the Act: NOW, THEREFORE, BE IT RESOLVED by the City Council of Hugo, Minnesota, as follows: 1. A public hearing on the proposal of the Borrower will be held at the time and place set forth in the form of Notice of Public Hearing attached hereto as Exhibit A. The 82788230 general nature of the Project and an estimate of the aggregate principal amount of the revenue bonds or other obligations to be issued to finance the proposal are described in the Notice of Public Hearing. 2. The City Administrator is hereby authorized and directed to cause notice of the hearing to be given one publication in the official newspaper of the City and a newspaper of general circulation available in the City, not less than 14 days nor more than 30 days prior to the date fixed for the hearing, substantially in the form of the attached Notice of Public Hearing. The motion for the adoption of the foregoing resolution was duly seconded by member , and after full discussion thereof and upon vote being taken thereon, the following voted in favor thereof: and the following voted against the same: whereupon said resolution was declared duly passed and adopted. K 8278823v1 STATE OF MINNESOTA COUNTY OF WASHINGTON CITY OF HUGO I, the undersigned, being the duly qualified and acting City Administrator of the City of Hugo, Minnesota, DO HEREBY CERTIFY that I have compared the attached and foregoing extract of minutes with the original thereof on file in my office, and that the same is a full, true and complete transcript of the minutes of a meeting of the City Council of said City duly called and held on the date therein indicated, insofar as such minutes relate to calling for a public hearing on the City's revenue bonds to finance a project for the Minnesota Autism Center. WITNESS my hand this day of May, 2017. City Administrator ke 8278823v1 EXHIBIT A NOTICE OF PUBLIC HEARING ON A PROPOSAL FOR THE ISSUANCE OF REVENUE BONDS FOR THE MINNESOTA AUTISM CENTER PROJECT Notice is hereby given that the City Council of the City of Hugo, Minnesota (the "City") will meet at the City Hall, 14669 Fitzgerald Avenue North, Hugo, Minnesota, on Monday, June 5, 2017, at 7:00 P.M., to consider the proposal of Autism Opportunities Foundation, a Minnesota nonprofit corporation having federal income tax-exempt 501(c)(3) status, d/b/a Minnesota Autism Center (the "Borrower"), that the City assist in financing a project hereinafter described pursuant to Minnesota Statutes, Sections 469.152 to 469.165, as amended, by the issuance of revenue bonds, in one or more series (the "Bonds"). The "Project" consists of (i) financing the acquisition, construction, and equipping of an intensive therapy center for children and adults ages 10 to 21 diagnosed with autism spectrum disorder ("ASD"), consisting of a one-story building of approximately 19,378 square feet with classrooms, a playground area, lunch room, gym, therapy room, art room, computer lab, conference rooms, administrative space, and parking lot (the "Therapy Facility") to be located at 2100 Silver Bell Road in the City of Eagan, Minnesota (the "Therapy Project"), and (ii) amending certain terms of the bonds that were issued by the City in 2015 (the "2015 Bonds") which were used to finance the acquisition, construction, and equipping of an approximately 48,332 square foot two-story school building, which serves primarily high school students with ASD, and includes a reception area, approximately 14 classrooms, 11 therapy/breakout rooms, 5 office/conference rooms, a library, an arcade, a lunch room, and a gymnasium, and also includes a soccer field and a parking lot all located at the southwest corner of Silver Bell Road and Tesseract Place in the City of Eagan (the "Existing Project" and, together with the Therapy Project, the "Project"). The Project will be owned, operated, and managed by the Borrower. The estimated maximum principal amount of the Bonds to be issued to finance the Therapy Project is $5,100,000. The Bonds, if and when issued, will not constitute a charge, lien or encumbrance upon any property of the City or of the City of Eagan, and such obligations will not be a charge against the general credit or taxing powers of the City or of the City of Eagan but will be payable from sums to be paid by the Borrower pursuant to a revenue agreement. A draft copy of the proposed application to the Commissioner of the Department of Employment and Economic Development, State of Minnesota, for approval of the Project, together with all attachments and exhibits thereto, is available for public inspection during normal business hours, Monday through Friday, at the City Hall in the City. At the time and place fixed for the Public Hearing, the City Council will give all persons who appear at the hearing an opportunity to express their views with respect to the proposal. Written comments will be considered if submitted at the above City office on or before the date of the public hearing. A-1 8278823v1 A WSB ■ VB M 701 Xenia Avenue South I Suite 300 1 Minneapolis, MN 55416 1 (763) 541-48000 May 1, 2017 Honorable Mayor and City Council City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Construction Pay Voucher No. 5 (Final) 147th Street / Oneka Lake Boulevard Street & Trail Improvement Project S.A.P. 224-104-003 City of Hugo, MN WSB Project No. 1904-870 Dear Honorable Mayor and City Council: Please find enclosed Construction Pay Voucher No. 5 and final (in triplicate) for the above -referenced project in the amount of $123,171.24. This is the final pay voucher for the project and represents the final quantities completed on the contract and the release of the retainage. The quantities completed to date have been reviewed and agreed upon by the contractor and WSB. We recommend final payment subject to receipt of the following items: 1. Satisfactory showing that the contractor has complied with the provisions of Minnesota Statutes 290.92 requiring withholding state income tax (IC134 forms). 2. Evidence in the form of an affidavit that all claims against the contractor by reasons of the contract have been fully paid or satisfactorily secured (lien waivers). 3. Consent of Surety to Final Payment certification from the contractor's surety. 4. One-year maintenance bond. Upon approval by the City Council and receipt of the above items, final payment in the amount of $123,171.24 can be released to Arnt Construction Co., Inc., and the contract for this project will be finalized and closed out. Thank you. Sincerely, WSB & Associates, Inc. VL.Stremel, PE Project Manager Enclosures cc: Scott Anderson, City of Hugo Steve Duff, City of Hugo Mark Erichson, WSB & Associates, Inc. srb 0 Building a legacy —your legacy. Equal Opportunity Employer I wsbeng.como K:101904-8701AdminlConstruction AdmWPay Vouchers0904-870 CST LTR VO 5 FNL CTY-hmcc-050117.docx A WSB �M 701 Xenia Avenue South I Suite 300 1 Minneapolis, MN 55416 1 (763) 541-48000 April 26, 2017 Mr. Nick Arnt, Vice President Arnt Construction Co., Inc. P.O. Box 549 Hugo, MN 55038 Re: Construction Pay Voucher No. 5 (Final) 147th Street / Oneka Lake Boulevard Street & Trail Improvement Project S.A.P. 224-104-003 City of Hugo, MN WSB Project No. 1904-870 Dear Mr. Arnt: Please find enclosed Construction Pay Voucher No. 5 (final) for the above -referenced project for your signature. Please print and sign three originals and return to my attention at WSB for processing with the City. Please note that the original signed vouchers must be accompanied by the following documents when submitting for final payment. 1. Satisfactory showing that the contractor has complied with the provisions of Minnesota Statutes 290.92 requiring withholding state income tax (IC134 forms). 2. Evidence in the form of an affidavit that all claims against the contractor by reasons of the contract have been fully paid or satisfactorily secured (lien waivers). 3. Consent of Surety to Final Payment certification from the contractor's surety. 4. One-year Maintenance Bond (warranty start date to coincide with the date Council accepts the project and approves final payment). If you have any questions, please contact me at (763) 287-8532. Thank you for your prompt attention to this matter. Sincerely, WSB & Associates, Inc. VamoesL. Stremel, PE Project Manager Enclosures cc: Scott Anderson, City of Hugo Steve Duff, City of Hugo Mark Erichson, WSB & Associates, Inc. srb 0 Building a legacy —your legacy. Equal Opportunity Employer I wsbeng.como K:W1904-8MAdminlConstruction AdminlPay VouchersN904-870 CST LTR VO 5 FNL CTR-n arnt-042617.docx CITY OF HUGO 14669 Fitzgerald Avenue North Hugo, MN 55038 Project 01904-87 - HUGO - 147th Street / Oneka Lake Blvd Reconstruction Final Pay Voucher No. 5 Contractor: Arnt Construction Company 2190 Phelps Road Hugo, MN 55038 Contract Amounts Original Contract $1,005,867.90 Contract Changes $0.00 Revised Contract $1,005,867.90 Work Certified To Date Base Bid Items $928,945.57 Backsheet $0.00 Change Order $0.00 Supplemental Agreement $0.00 Work Order $0.00 Material On Hand $0.00 Total $928,945.57 Contract No. Vendor No. For Period: 10/20/2016 - 4/21 /2017 Warrant # Date Funds Encumbered Original $1,005,867.90 Additional N/A Total $1,005,867.90 Work Certified This Pay Voucher Work Certified To Date Less Amount Retained Less Previous Payments Amount Paid This Pay Voucher Total Amount Paid To Date 01904-87 $80,762.06 $928,945.57 $0.00 $805,774.33 $123,171.24 $928,945.57 Percent Retained: 0% Amount Paid This Final Pay Voucher $123,171.24 I hereby certify that a Final Examination has been made of the noted Contract, that the Contract has been completed, that the entire amount of Work Shown in this Final Voucher has been performed and the Total Value of the Work Performed in accordance with, and pursuant to, the terms of the Contract is as shown in this Final Voucher. Approved By County/City/Project Engineer April 26, 2017 Date City of Hugo Date Approved By Arnt Construction Company Contractor Date Page 1 CITY OF HUGO 14669 Fitzgerald Avenue North Hugo, MN 55038 Project No. 01904-87 Final Pay Voucher No. 5 01904-87 Payment Summary No. From Date To Date Work Certified Per Pay Voucher Amount Retained Per Pay Voucher Amount Paid Per Pay Voucher 1 07/18/2016 07/22/2016 $118,779.78 $5,938.99 $112,840.79 2 07/23/2016 08/26/2016 $323,937.24 $16,196.86 $307,740.38 3 08/27/2016 09/21/2016 $268,606.46 $13,430.32 $255,176.14 4 09/22/2016 10/19/2016 $136,860.03 $6,843.01 $130,017.02 5 10/20/2016 04/21/2017 $80,762.06 ($42,409.18) $123,171.24 Totals: $928,945.57 $0.00 $928,945.57 01904-87 Fundina Cateaory Resort Funding Work Less Less Amount Paid Total Category Certified Amount Previous This Amount Paid No. To Date Retained Payments Pay Voucher To Date 001 706,464.57 0.00 595,386.38 111,078.19 706,464.57 002 179,085.00 0.00 170,130.75 8,954.25 179,085.00 003 43,396.00 0.00 40,257.20 3,138.80 43,396.00 Totals: $928,945.57 $0.00 $805,774.33 $123,171.24 $928,945.57 01904-87 Fundina Source Resort Accounting Funding Amount Paid Revised Funds Paid To No. Source This Contract Encumbered Contractor Pay Voucher Amount To Date To Date 01 State 111,078.19 692,069.90 692,069.90 706,464.57 02 State 8,954.25 206,226.00 206,226.00 179,085.00 03 Local 3,138.80 107,572.00 107,572.00 43,396.00 Totals: $123,171.24 $1,005,867.90 $1,005,867.90 $928,945.57 Page 2 CITY OF HUGO 14669 Fitzgerald Avenue North Hugo, MN 55038 Project No. 01904-87 Final Pay Voucher No. 5 01904-87 Project Material Status Quantity Amount Line Item Description Units Unit Price Contract This This Quantity Amount Quantity Pay Pay To Date To Date Voucher Voucher SCHEDULE A - STREET IMPROVEMENTS 1 2021.501 MOBILIZATION LS $23,500.00 1 0.25 $5,875.00 1 $23,500.00 2 2101.502 CLEARING TREE $300.00 6 0 $0.00 23 $6,900.00 3 2101.507 GRUBBING TREE $100.00 6 0 $0.00 23 $2,300.00 4 2101.603 ROOT CUTTING LIN FT $10.00 50 0 $0.00 0 $0.00 5 2104.501 REMOVE CURB LIN FT $2.00 180 0 $0.00 60 $120.00 AND GUTTER REMOVE 6 2104.503 CONCRETE SF $1.00 40 0 $0.00 120 $120.00 WALK REMOVE 7 2104.503 BITUMINOUS SF $0.52 12355 0 $0.00 12355 $6,424.60 WALK REMOVE 8 2104.505 CONCRETE S Y $6.00 235 0 $0.00 282.9 $1,697.40 DRIVEWAY PAVEMENT REMOVE 9 2104.505 BITUMINOUS S Y $6.00 480 0 $0.00 644.37 $3,866.22 DRIVEWAY PAVEMENT REMOVE 10 2104.505 BITUMINOUS S Y $1.38 10270 0 $0.00 10270 $14,172.60 PAVEMENT 11 2104.509 REMOVE SIGN EACH $25.00 7 0 $0.00 0 $0.00 SAWING 12 2104.511 CONCRETE L F $4.80 200 48 $230.40 301 $1,444.80 PAVEMENT (FULL DEPTH) SAWING BIT 13 2104.513 PAVEMENT L F $3.20 600 93 $297.60 629 $2,012.80 (FULL DEPTH) SALVAGE AND 14 2104.521 REINSTALL LIN FT $40.00 81 0 $0.00 0 $0.00 WOODEN FENCE SALVAGE SIGN 15 2104.523 PANEL TYPE EACH $25.00 5 0 $0.00 0 $0.00 SPECIAL 16 2104.523 SALVAGE SIGN EACH $20.00 5 0 $0.00 0 $0.00 SUPPORT SALVAGE AND 17 2104.601 REINSTALL LS $800.00 1 0 $0.00 0 $0.00 LANDSCAPE STRUCTURE SALVAGE AND 18 2104.602 REINSTALL EACH $100.00 30 0 $0.00 30 $3,000.00 MAILBOX 19 2105.501 COMMON CU YD $17.00 4216 0 $0.00 4216 $71,672.00 EXCAVATION Page 3 CITY OF HUGO 14669 Fitzgerald Avenue North Hugo, MN 55038 Project No. 01904-87 Final Pay Voucher No. 5 01904-87 Project Material Status Quantity Amount Line Item Description Units Unit Price Contract This This Quantity Amount Quantity Pay Pay To Date To Date Voucher Voucher (EV) (P) SUBGRADE 20 2105.507 EXCAVATION CU YD $17.00 360 260 $4,420.00 360 $6,120.00 (EV) SELECT 21 2105.522 GRANULAR C Y $17.42 360 0 $0.00 100 $1,742.00 BORROW (CV) 22 2105.525 TOPSOIL BORROW (CV) CU YD $0.01 500 500 $5.00 1000 $10.00 23 2105.601 DEWATERING LS $500.00 1 1 $500.00 1 $500.00 GEOTEXTILE 24 2105.604 FABRIC S Y $1.70 1600 0 $0.00 0 $0.00 SPECIAL TYPE V 25 2112.501 SUBGRADE RDST $100.00 32 0 $0.00 32 $3,200.00 PREPARATION STREET 26 2123.610 SWEEPER HOUR $2.00 60 0 $0.00 30 $60.00 (WITH PICKUP BROOM) 27 2130.501 WATER (DUST M $100.00 10 0 $0.00 10 $1,000.00 CONTROL) GALLONS 28 2211.503 AGGREGATE CU YD $23.80 3900 1000 $23,800.00 4900 $116,620.00 BASE CLASS 5 BITUMINOUS 29 2357.502 MATERIAL FOR GAL $3.05 1030 0 $0.00 1030 $3,141.50 TACK COAT TYPE SP 9.5 30 2360.501 WEARING TON $61.00 880 65.21 $3,977.81 912.69 $55,674.09 COURSE MIX (2,B) TYPE SP 12.5 31 2360.502 NON WEAR TON $56.00 2040 0 $0.00 2217 $124,152.00 COURSE MIX (2,B) TYPE SP 9.5 WEARING 32 2360.503 COURSE MIX S Y $21.20 480 0 $0.00 997.13 $21,139.16 (2,B) 3.0" THICK - BIT D/W TYPE SP 9.5 WEARING 33 2360.503 COURSE MIX S Y $12.00 2864 0 $0.00 2352 $28,224.00 (2,B) 3.0" THICK - TRAIL 34 2504.602 IRRIGATION EACH $600.00 10 0 $0.00 0 $0.00 SYSTEM REPAIR 35 2505.601 UTILITY LS $500.00 1 0 $0.00 1 $500.00 COORDINATION 36 2521.501 6" CONCRETE SF $9.70 860 0 $0.00 964.79 $9,358.46 WALK CONCRETE Page 4 CITY OF HUGO 14669 Fitzgerald Avenue North Hugo, MN 55038 Project No. 01904-87 Final Pay Voucher No. 5 01904-87 Project Material Status Quantity Amount Line Item Description Units Unit Price Contract This This Quantity Amount Quantity Pay Pay To Date To Date Voucher Voucher CURB & 37 2531.501 GUTTER L F $12.90 6370 0 $0.00 6411 $82,701.90 DESIGN B618 6" CONCRETE 38 2531.507 DRIVEWAY S Y $64.00 235 0 $0.00 364.77 $23,345.28 PAVEMENT ADA 39 2531.601 COMPLIANCE LS $400.00 1 0 $0.00 1 $400.00 SUPERVISOR 7" CONCRETE 40 2531.604 VALLEY SQ YD $75.00 40 0 $0.00 18.1 $1,357.50 GUTTER 41 2531.618 TRUNCATED SF $38.00 156 0 $0.00 168 $6,384.00 DOMES 42 2540.602 MAIL BOX EACH $20.00 30 0 $0.00 30 $600.00 (TEMPORARY) 43 2563.601 TRAFFIC LS $5,400.00 1 0 $0.00 1 $5,400.00 CONTROL 44 2564.531 SIGN PANELS SF $31.00 209 173.5 $5,378.50 173.5 $5,378.50 TYPE C INSTALL SIGN 45 2564.536 PANEL TYPE EACH $125.00 5 0 $0.00 0 $0.00 SPECIAL 46 2564.602 F&I SIGN PANEL EACH $250.00 5 0 $0.00 0 $0.00 TYPE SPECIAL PEDESTRIAN 47 2565.616 CROSSWALK SYS $24,800.00 1 1 $24,800.00 1 $24,800.00 FLASHER SYSTEM 48 2571.501 CONIFEROUS TREE $520.00 6 6 $3,120.00 6 $3,120.00 TREE 8' HT B&B 49 2573.502 SILT FENCE, L F $1.30 3595 0 $0.00 0 $0.00 TYPE MS STORM DRAIN 50 2573.530 INLET EACH $10.00 35 35 $350.00 35 $350.00 PROTECTION FILTER LOG 51 2573.540 TYPE STRAW LIN FT $4.20 180 0 $0.00 0 $0.00 BIOROLL TEMPORARY 52 2573.602 ROCK EACH $100.00 7 7 $700.00 7 $700.00 CONSTRUCTION ENTRANCE 53 2575.501 SEEDING ACRE $1,850.00 0.6 0.19 $351.50 0.6 $1,110.00 SODDING, TYPE 54 2575.505 LAWN (INCL. S Y $5.45 7570 0 $0.00 5920 $32,264.00 TOPSOIL & FERT. ) EROSION 55 2575.523 CONTROL S Y $1.94 4700 870.23 $1,688.25 2904 $5,633.76 BLANKETS Page 5 CITY OF HUGO 14669 Fitzgerald Avenue North Hugo, MN 55038 Project No. 01904-87 Final Pay Voucher No. 5 01904-87 Project Material Status Quantity Amount Line Item Description Units Unit Price Contract This This Quantity Amount Quantity Pay Pay To Date To Date Voucher Voucher CATEGORY 2 RAPID 56 2575.571 STABILIZATION MGAL $480.00 5 0 $0.00 0 $0.00 METHOD 3 RAPID 57 2575.572 STABILIZATION S Y $1.50 1000 0 $0.00 0 $0.00 METHOD 4 58 2575.605 HYDROSEEDING SQ YD $0.44 3000 3000 $1,320.00 3000 $1,320.00 59 2582.502 4" SOLID LINE L F $1.20 240 0 $0.00 0 $0.00 PAINT 60 2582.502 6" SOLID LINE L F $2.50 60 70 $175.00 70 $175.00 PAINT 61 2582.502 4" DBLE SOLID L F $1.00 2750 2753 $2,753.00 2753 $2,753.00 LINE PAINT Totals For Section SCHEDULE A - STREET IMPROVEMENTS: $79,742.06 $706,464.57 SCHEDULE B - STORM DRAINAGE REMOVE 62 2104.501 SEWER PIPE L F $13.00 490 0 $0.00 400 $5,200.00 (STORM) REMOVE 63 2104.509 DRAINAGE EACH $420.00 3 0 $0.00 3 $1,260.00 STRUCTURE POND 64 2105.607 EXCAVATION CU YD $17.00 1497 0 $0.00 1497 $25,449.00 (EV) 65 2501.515 15" RC PIPE EACH $1,250.00 4 0 $0.00 4 $5,000.00 APRON 66 2501.515 18" RC PIPE EACH $1,180.00 2 0 $0.00 1 $1,180.00 APRON TRASH GUARD 67 2501.602 FOR 12" PIPE EACH $300.00 1 0 $0.00 0 $0.00 APRON 68 2502.541 6" PERF PE PIPE L F $14.00 1400 0 $0.00 0 $0.00 DRAIN 12" RC PIPE 69 2503.541 SEWER DES L F $29.00 199 0 $0.00 199 $5,771.00 3006 CL V 15" RC PIPE 70 2503.541 SEWER DES L F $30.00 1084 0 $0.00 1066 $31,980.00 3006 CL V 18" RC PIPE 71 2503.541 SEWER DESIGN LIN FT $33.00 836 0 $0.00 836 $27,588.00 3006 CLASS III CONNECT TO 72 2503.602 EXISTING EACH $1,470.00 4 0 $0.00 5 $7,350.00 STORM SEWER 73 2503.602 CHIMNEY SEALS EACH $150.00 29 0 $0.00 23 $3,450.00 74 2506.501 CONST L F $320.00 74 0 $0.00 74 $23,680.00 DRAINAGE Page 6 CITY OF HUGO 14669 Fitzgerald Avenue North Hugo, MN 55038 Project No. 01904-87 Final Pay Voucher No. 5 01904-87 Project Material Status Quantity Amount Line Item Description Units Unit Price Contract This This Quantity Amount Quantity Pay Pay To Date To Date Voucher Voucher STRUCTURE DES 48-4020 CONST 75 2506.501 DRAINAGE L F $410.00 15 0 $0.00 14.9 $6,109.00 STRUCTURE DES 60-4020 CONSTRUCT DRAINAGE 76 2506.502 STRUCTURE EACH $1,550.00 12 0 $0.00 12 $18,600.00 DESIGN SPECIAL 1 CASTING 77 2506.516 ASSEMBLY EACH $450.00 13 0 $0.00 13 $5,850.00 (CATCH BASIN) CASTING 78 2506.516 ASSEMBLY EACH $675.00 4 0 $0.00 4 $2,700.00 (STORM) 79 2506.601 SAFL BAFFLE EACH $4,430.00 1 0 $0.00 1 $4,430.00 RANDOM 80 2511.501 RIPRAP CLASS III C Y $112.00 14 0 $0.00 19 $2,128.00 81 12563.610 1 UTILITY CREW I HOUR 1 $680,00 10 0 $0.00 2 $1,360.00 Totals For Section SCHEDULE B - STORM DRAINAGE: $0.00 $179,085.00 SCHEDULE C - UTILITY IMPROVEMENTS 82 2104.501 REMOVE L F $10.00 25 0 $0.00 0 $0.00 WATER MAIN 83 2104.509 REMOVE EACH $130.00 13 0 $0.00 13 $1,690.00 CASTING 84 2104.509 REMOVE GATE EACH $730.00 4 0 $0.00 0 $0.00 VALVE AND BOX 85 2104.523 SALVAGE EACH $1,050.00 4 0 $0.00 2 $2,100.00 HYDRANT 86 2105.607 1 1/2" CLEAR CU YD $40.00 50 0 $0.00 0 $0.00 ROCK 87 2503.602 CHIMNEY SEALS EACH $140.00 13 0 $0.00 13 $1,820.00 88 2504.602 WATERMAIN EACH $4,100.00 2 0 $0.00 0 $0.00 OFFSET 89 2504.602 ADJUST GATE EACH $350.00 9 0 $0.00 6 $2,100.00 VALVE AND BOX 90 2504.602 HYDRANT EACH $4,330.00 4 0 $0.00 2 $8,660.00 CONNECT TO 91 2504.602 EXISTING EACH $1,770.00 4 0 $0.00 2 $3,540.00 WATER MAIN CONNECT TO 92 2504.602 EXISTING EACH $650.00 8 0 $0.00 0 $0.00 WATER SERVICE 93 2504.602 EXPOSE WATER EACH $400.00 2 0 $0.00 2 $800.00 MAIN Page 7 CITY OF HUGO 14669 Fitzgerald Avenue North Hugo, MN 55038 Project No. 01904-87 Final Pay Voucher No. 5 01904-87 Project Material Status Quantity Amount Line Item Description Units Unit Price Contract This This Quantity Amount Quantity Pay Pay To Date To Date Voucher Voucher 94 2504.602 6" GATE VALVE EACH $1,340.00 4 0 $0.00 2 $2,680.00 & BOX 1" 95 2504.602 CORPORATION EACH $530.00 8 0 $0.00 0 $0.00 STOP 96 2504.602 1" CURB STOP EACH $650.00 8 0 $0.00 0 $0.00 AND BOX 6" WATER MAIN- 97 2504.603 DUCT IRON CL LIN FT $46.00 32 0 $0.00 6 $276.00 52 98 2504.603 1" TYPE K L F $16.00 320 0 $0.00 0 $0.00 COPPER PIPE 4" 99 2504.604 POLYSTYRENE S Y $39.00 110 0 $0.00 10 $390.00 INSULATION 100 2504.608 DUCTILE IRON LB $1.60 900 0 $0.00 0 $0.00 FITTINGS RECONSTRUCT 101 2506.502 SANITARY L F $700.00 12 0 $0.00 14 $9,800.00 SEWER MANHOLE ADJUST FRAME 102 2506.522 & RING EACH $380.00 4 0 $0.00 4 $1,520.00 CASTING CASTING 103 2506.516 ASSEMBLY EACH $700.00 13 0 $0.00 10 $7,000.00 (SANITARY) 104 2563.610 UTILITY CREW HOUR $680.00 10 1.5 $1,020.00 1.5 $1,020.00 Totals For SCHEDULE C - UTILITY IMPROVEMENTS: $1,020.00 $43,396.00 Project Totals: $80,762.06 $928,945.57 Page 8 Agenda Number: H.1 CITY OF HUGO PLANNING AND ZONING APPLICATION STAFF REPORT TO: Bryan Bear, City Administrator FROM: Rachel Juba, Planner SUBJECT: Excelsior Group, LLC —Preliminary Plat and PUD General Plan for a residential development to be known as "Adelaide Landing" DATE: April 27, 2017, for the City Council meeting of May 1, 2017 ZONING: Single Family Detached Residential (R-3) LAND USE: Low Density Residential (LD) DEADLINE DATE: June 15, 2017 (60-days) 1. CITY COUNCIL UPDATE: At its April 17, 2017, meeting the City Council tabled the applications, as requested by the applicant, to further review the approving conditions in the resolutions to add certainty to the construction of 130th Street and development fees. The Council approved the resolution issuing a negative declaration for the need of an Environmental Impact Statement (EIS) and approved the wetland replacement plan. During the meeting the Council heard comments from the public on the preliminary plat and PUD. There was concern from a resident on the tree removal on the City owned property and she did not want the pond adjacent to her rear property line. The application has provided a plan showing a 20 foot wide piece of property between the rear lot lines and the pond. Staff is comfortable with the plan as proposed. Staff has been working with the developer on the approval conditions listed in the resolutions. The resolutions have been revised to refined the conditions related to the construction of 130th Street and development fees. Page 2 2. PLANNING COMMISSION UPDATE: At its March 23, 2017, meeting the Planning Commission considered and held a public on the requests. There were eight people who spoke during the public hearing on a variety of topics. The concerns were regarding the amount of lots, connections to the park areas, traffic, buffers, preservation of trees, wildlife, drainage, and flooding. Staff stated that the density of the development is less that was is allowed in the R-3 Zoning District. The developer stated that they would add a sidewalk along 137t' Street to connect to the neighborhood to the west and will work with staff on additional connections to the park from the adjacent neighborhood. One resident asked for a tree line between her house, in the County Ponds neighborhood to the west, be preserved to create a buffer from the proposed pond and homes. There were a few residents concerned about the wildlife being lost when the development is constructed. The EAW prepared for the development proposes mitigation measures for the wildlife during construction. There were also a few residents concern about the drainage and flooding of their property because of the development. City Engineer, Mark Erichson, stated that the drainage will remain on the development property and is required to meet all stormwater management regulations determined by the Rice Creek Watershed District (RCWD). The Planning Commission generally liked the plan and was pleased with the development layout, mix of housing products, park features, and the use of stormwater reuse for irrigation. One Commissioner had concerns with the traffic along Highway 61 and the additional traffic created by the development. Staff recommended approval of the preliminary plat and PUD to the Planning Commission. The Planning Commission recommended approval of the requests, subject to the conditions on the resolutions, and the addition of two new conditions: 1. The developer shall work with staff regarding the buffer between the Country Ponds rear lot lines and the pond. 2. The developer shall work with staff on trail a connection to the County Ponds neighborhood to the west. The vote was 5 approvals and 1 abstention. The abstention resulted from a concern on the traffic along Highway 61. The Planning Commission requested to have a discussion with staff regarding the future of Highway 61. 3. DESCRIPTION OF REQUEST: The applicant is requesting approval of a Preliminary Plat and Planned Unit Development (PUD) for a residential development. The property totals 216.6 acres and is comprised of seven parcels. Page 3 The preliminary plat includes 319 single family residential lots and 10 outlots to be known as "Adelaide Landing". The PUD General Plan will be for all 216.6 acres of the property and is proposed to be rezoned from Single Family Detached Residential (R-3) to Planned Unit Development (PUD). The property includes wetlands and floodplain for a total buildable acreage of 146.2 acres. The applicant is requesting PUD flexibility on the following: • Flexibility to allow various lot sized with a minimum lot size of 5,850 square feet, where 10,400 square feet is required. • Flexibility to allow various lot width with a minimum lot width of 45 feet, were 80 feet is required by ordinance. • Flexibility to allow a minimum front setback of 20 feet, where 30 feet is required. • Flexibility to allow a minimum rear setback of 25 feet, where 30 feet is required. • Flexibility to allow a minimum side yard setback of 7.5 feet, where 10 feet is required. • Flexibility to allow a maximum impervious coverage of a lot to be 55% , where 50% is required. • Flexibility to allow a minimum right-of-way width of 50 feet, where 60 feet is required. In exchange for this flexibility, the developer is: • Designing a more sensitive proposal, with less density, than would have been the case with the use of the standard R-3 zoning district. • Providing a public park within the development, with improvements that exceed City standards. • Providing a public trail to connect to existing trails in the adjacent developments. Preserving and enhancing natural features with the trail system that meanders through the development. • Providing a landscaping plan that exceeds City standards. • Preserving existing significant trees on the property. • Creating a stormwater reuse irrigation project within the development. • Incorporating architectural design guidelines for the homes in the development 4. BACKGROUND: The properties are generally located north of 130a' Street and east of Highway 61. The plan shows 319 proposed residential lots, stormwater ponding areas, a park, sidewalk and trail connections, and road connections. The applicant is proposing the project to be built in five phases. The developer has indicated that an HOA will be established for the development to maintain community areas, landscaping, and the water re -use system. In the summer of 2016, the Planning Commission and City Council reviewed a sketch plan for the development, at that time known as Terre De L'eau. The Planning Commission and City Council were generally pleased with the project, liked the open space, trails, stormwater Page 4 management and water use, and felt the housing type was in demand. The Planning Commission and City Council provided the following comments: • They felt that the use of the City owned outlot for stormwater ponding, a passive area of the park, and trails, was a positive amenity for the development and surrounding area. They were comfortable with the use of the outlot. In addition, they suggested a full size playground in the active park area, since there are so many homes that are proposed to be built within the development. • They recommended to update 130th Street to an urban collector roadway per the Comprehensive Plan with the proposed development. They encouraged the trail along the road to be constructed at that time. • They stated the developer should provide significant buffers, including landscaping, along Highway 61 and 130th Street. • They had a desire to preserve the significant stands of trees within the development. • They appreciated the proposal for a stormwater reuse system for irrigation. • They had concerns on the long road connecting the north and south ends of the development. • They also had concerns about the 45 foot wide lots proposed and wanted more information on the product type that would be built on the lots. There were five residents that spoke during the sketch plan review meeting. One stated the sketch plan showed exactly the project needed for this lot and that it is better than past proposals for this lot. The other residents voiced concerns on the following: • The proposed density of the project. • The proposed lot size and lot width in relation to the allowance in the R-3 zoning district. • Traffic o Potential for cut -through traffic on 137th Street o Additional traffic along 130th Street • The location of stormwater ponds in relation to the existing homes in regards to flooding, bugs, and odors. • They wanted to ensure that the Commissions and City Council kept the neighboring properties in mind during the approval process. The Parks Commission also reviewed the sketch plan, at that time, and provided informal comments in regards to trails, park improvements, and park dedication. In general the Parks Commission liked the proposal, but realized there are several details to work out. The Parks Commission provided the following comments: • They liked the trails within the development and encouraged additional connections from the adjacent neighborhoods to the active park area. • They encouraged the trail along the north side of 130th Street to be constructed with the development. Page 5 • They stated they were comfortable with the active park location but, encouraged a more contiguous park area. • They also stated they were comfortable with the use of the City owned outlot for the passive park area, stormwater pond, and trails. • They thought the developer was on track with the park dedication proposal. • They stated that more analysis and discussion will need to occur in regards to phasing of the trail and park improvements within the development. It is in staff s opinion that the applicant has done a good job addressing the comments and concerns from the proposed sketch plan of the City Council, Commissions, and residents. 5. CONTEXT: A. Surrounding land Use and Zoning The property to the north is zoned Low Density Multiple Family Residential (R-4) and occupied by the Pineview Meadows townhome development. The properties to the east, south, and west are zoned Single Family Detached Residential (R-3) and occupied by the Country Ponds, Beaver Ponds, and Birch Tree Ponds residential developments. The properties to the west, across Highway 61, are zoning General Industrial (I-3) and are occupied by industrial uses. There are also a few vacant parcels to the east that are also zoned Single Family Detached Residential (R- 3). B. Natural Characteristics of Site The properties are currently vacant and do contain some challenges regarding an existing drainage ditch, floodplain, and high ground water. The properties are relatively flat with approximately 57 acres of wetlands. 6. ANALYSIS: A. Level of Discretion in Decision Making The City has discretion in approving or denying rezoning applications, based on whether or not the proposal meets the standards outlined in the Zoning Ordinance. If the City finds that all the applicable standards are met, the rezoning application must be approved. However, if the City finds that any of the applicable standards are not met, the application may be denied. The City has relatively high level of discretion in approving a PUD. A PUD must be consistent with the City's comprehensive plan. The City may impose reasonable requirements in a PUD not otherwise required if the City deems it necessary to promote the general health, safety, and welfare of the community. Page 6 The City's discretion in approving or denying a preliminary plat is limited to whether or not the proposed plat meets the standards outlined in the subdivision regulations in the City Code. If it meets these standards, the City must approve the preliminary plat. B. Consistency with Ordinance Standards Environmental Review The developer is proposing 319 new homes on the property. The minimum threshold for a mandatory Environmental Assessment Worksheet (EAW) per MN State Statute is 250 units, therefore, an EAW is required. The developer has been working with City staff to prepare an EAW for the development. An EAW is a document that analyzes, at a preliminary level, the effects a development has on the environment in regards to land use, geology, water resources, wildlife, air, noise, and transportation. If it is deemed by the City, due to comments and concerns about the impacts to the environment, an Environmental Impact Statement (EIS) can be required by the City.Council before the project can proceed. An EIS is a more in depth analysis of the property and the impacts to it. An EAW has been prepared, is complete, and has been sent out for public comment. There was 30-day comment period, which ended on March 29, 2017. The EAW was sent out to a number of Federal, State, and regional agencies as required by State Statute. Some agencies have commented on specific items that should be considered when the property develops, or whether they recommend the preparation of an EIS. The Planning Commission held a public hearing on the EAW at its March 23, 2017, meeting. Staff has prepared formal responses to all of the comments received throughout the process. The EAW has identified areas where potential environmental effect exists and has incorporated the appropriate mitigation measures into the project plan. Staff analyzed the EAW and project plan as it relates to State Rules and finds the project does not have the potential for significant environmental impacts, and therefore staff does not recommend an environmental impact statement (EIS). Rezoning/Planned Unit Development The use of the PUD zoning allows the developer zoning ordinance flexibility to create a master planned development. The PUD zoning is tied to a specific PUD general plan that is proposed with this application. Excelsior Group, is requesting an approval of a PUD for the Adelaide Landing development. PUD's offer enhanced flexibility to develop a site through the relaxation of zoning district standards. The use of the PUD zoning also allows for a greater variety of uses, internal transfers of density, construction phasing and a potential for lower development costs. In exchange for this enhanced flexibility, the city has the expectation that the development plan will result in a Page 7 significantly higher quality and more sensitive proposal than would have been the case with the use of other, more standard zoning districts. In exchange for the proposed PUD, the applicant is proposing a higher quality development with valued amenities. The Adelaide Landing PUD general plan offers a proposed trail system that meanders through the development and will connect to the existing trails in adjacent residential developments. Adelaide Landing will offer sidewalk connections within the development and a public park, generally located in the middle of the development, for easy access for all residents. In addition to the proposed amenities offered, the applicant has set up the development to allow for the building of quality homes, using quality materials and architectural guidelines. Many of the homes are also positioned for scenic overlooks over the stormwater ponds and wetlands. Staff believes that the layout of the proposed Adelaide Landing PUD general plan exceeds the City's standards for residential developments. The applicant has offered a more creative and efficient approach to the existing landscape and constraints of the property through the site design layout. Because the ground water is high, the development needs fill to build up the site. The stormwater ponds offer dirt for fill, but also creates a scenic overlook for homes and along the trail corridor. These ponds also offer an ability to use stormwater for irrigation of the development, which is promoting the City's "Reduce, Reuse, Replenish" initiative. This will be further discussed later in the report. In order to approve a PUD, the City must find that the applicant has demonstrated compliance with the following criteria: Provide for the establishment of PUD zoning districts in appropriate setting and situations, to create and maintain a development pattern that complies with the City's Comprehensive Plan. 2. Allow for the mixing of land uses within a development when such mixing of land uses could not otherwise be accomplished. 3. Provide for variations to the strict application of the land use regulations in order to improve site design and operation, while at the same time incorporating design elements that exceed the City's standards to offset the effect of any variations. 4. Promote a more creative and efficient approach to land use within the City, while at the same time protecting and promoting the health, safety, comfort, aesthetics, economic viability and general welfare of the City. 5. Preserve and enhance natural features and open spaces including but not limited to the width expansion of greenway corridors, conservation of wooded areas, development of buffer areas, reduction of impervious surface, and utilization of joint facilities and utilities. 6. Maintain or improve the efficiency of public streets and utilities. Page 8 7. Ensure the establishment of appropriate transitions between differing land uses. The 2030 Comprehensive Plan shows the land use being Low Density Residential (LD). The rezoning/PUD is consistent with the Comprehensive Plan in terms of land use and density. It is in staff opinion that the Adelaide Landing PUD general plan has offered a creative and efficient method to planning the site, all which meets the intent of the PUD ordinance. Lot Sizes/Setbacks The applicant is proposing to subdivide the existing 216-acre site to create 319 residential home sites. The applicant is proposing a combination of product types and lot sizes listed below: R-3 Zoning 45' and 55' District Wide Villa Lots 50' Wide 65' Wide Lots Lots 70' Wide Lots 85' Wide Lots Lot Size min 10,400 SF 5,850 SF 6,513 SF 8,450 SF 9,029 SF 11,050 SF Lot Size av 8,601 SF 8,138 SF 11,823 SF 10,529 SF 13,017 SF Lot Width min 80 Ft 45 Ft 50 Ft 65 Ft 70 Ft 85 Ft Lot Depth min 100 Ft 130 Ft 130 Ft 1 130 Ft 1130 Ft 1 130 Ft * Requested PUD flexibility highlighted in grey Setbacks The applicant is requesting flexibility in setbacks for the development. The applicant is proposing the following setbacks: R-3 Wide 50', 65' and 85' Zoning ts 70'Wide Wide District I F45'and55' Lots Lots ide Load Garage 25 Ft 25 Ft Front Setback 30 Ft (min) 25 Ft — Front Load Garage Side Setback 10 Ft 7.5 Ft 7.5 Ft 10 Ft (min) Rear Setback 30 Ft 25 Ft 30 Ft 30 Ft (min) Lot Impervious 50% 55% 50% 50% (max) * Requested PUD flexibility highlighted in grey Density The maximum development density for a PUD in the R-3 zoning district is 4 units per 1 acre. The applicant is proposing a residential net density of 2.2 units per 1 acre, which fits the requirements of a PUD. Although the applicant is requesting flexibility on lot sizes and setbacks, the density meets the ordinance standards. Page 9 Development Phasing The applicant is proposing to construct the development in five phases. The phasing plan the applicant provided shows the phasing generally starting from the south along 130th Street and heading north. The first phase would be in 2017 and include the platting of 60 lots with a combination of single family homes and Villa homes with access off of 130th Street. As development continues northward on the site in later phases of the development, connections will be made to 135th Street, Flay Avenue, and 137th Street. The property is also proposed to be graded in two phases. The first phase would be generally the area south of the powerline easement and the City owned Outlot to 130th Street. The remaining would be graded with Phase 2 or earlier. Landscaping/ Signage The applicant has provided a full landscape plan. According to Section 90-181 Landscaping, each home site shall have two deciduous shade trees maintained in the front yard. The applicant is proposing to have one tree in the front yard of all lots, with the exception of the Villa lots having one tree in the rear yard. The landscape plan shows boulevard trees along the streets and significant landscape buffers along Highway 61 and 130th Street. The plan also shows nicely landscaped entrances along 130th Street, including a monument sign, and landscaping within the park area creating a good transition to the proposed single family homes. The trees and landscaping proposed to be installed with the development is approximately 1,400 trees, which is more than double what the ordinance requires. In addition to exceeding the ordinance standard, the applicant is proposing to preserve some significant stands of trees that are currently on the property. The applicant intentionally planned the development layout and location of outlots in order to preserve these trees. It's in staffs opinion that the applicant has done a good job with the landscape plan and the preservation of the trees. Staff is comfortable with the landscaping proposed for the development. Lighting The applicant has provided a lighting plan. The applicant is proposing typical street lighting within the development, that meets the ordinance standard. The applicant has indicated that they will be installing the Veron decorative lamp style light throughout the development. Streets/Access The applicant is proposing three access locations onto 130tn Street to the south and connections to 135th Street to the east, Flay Avenue to the north, and 137th Street to the west. The applicant has also provided access to the property to the east just north of 130th Street. A detailed traffic analysis was completed as part of the EAW. The results of the EAW indicate the development Page 10 can be accommodated, provided a number of improvements to 130th Street are completed. The existing signal timing at TH 61 and 130th Street will also require monitoring, with potential changes made by MnDOT. The property is located within the northeast quadrant of the Highway 61 and 130' Street intersection. The intersection is signalized and the signal/intersection was designed assuming the development of this property. Staff does not expect improvements to the intersection itself as a result of the proposed development. A long-range plan was developed in 2008 for Highway 61 that includes the following for Highway 61: • Four -lane divided roadway • An additional 40 feet of right-of-way required within the development property. • Full access at 137th Street • Right-in/right-out access at 134th Street As the proposed development moves forward, nearly all of the roadway segment between Highway 61 and Goodview Avenue will be developed on the north and south sides. 130th Street is currently a two-lane, rural section roadway. Staff recommended, and the City Council and Commissions agreed, during the sketch plan that the upgrade of 130th Street to an urban -section road between Highway 61 and Goodview Avenue should be completed with the development as outlined in the City's long-range plans. Staff has been working with the applicant on a number of items regarding the improvement/reconstruction of 130m Street. The design of the road is being discussed and the addition of a roundabout at Flay Avenue and 130th Street as the street connects to the development is being considered. The design will include 130th Street being upgraded to an urban -section road, with curb and gutter, and will have an 8 foot bituminous trial on the north side. Staff is discussing with the applicant the appropriate cost share and timing of the improvements. The developer cost responsibilities will be identified and included in the development agreement for the first phase of the project. The applicant is showing a road connecting the north and south areas of the development. The applicant has done a good job addressing the concerns that the Council and Commission had regarding the previous plan showing a long road connecting the north and south portions of the development. Staff is comfortable with the new road design as proposed in the plan. Sidewalks and Trails The applicant is showing sidewalks along one side of each street within the development. The plan shows a trail systems that will connect to the existing trail in Beaver Ponds, extends through the development bordering the proposed park, and will provide pedestrian access to 140th Street (CSAH 8). The applicant is showing a trail system that connects the residential areas to the park, as well as, to the adjacent neighborhoods and other nearby parks. The trail system will provide a recreational experience that takes advantage of the view sheds of the natural areas. Page 11 The 2030 Comprehensive Plan shows trails along 130'h Street and a trail is planned along the north side of the street to be installed during the reconstruction of the road. The trail will be required to be installed at the time the road is improved. The applicant has done a good job meeting the comprehensive plan in regards to trails. Drainage/Grading The City will review and issue a stormwater management permit for the development. The plans include managing stormwater through a combination of ponds and a stormwater reuse system. The design is consistent with stormwater rules as proposed, and staff will work with the applicant to finalize the plans and issue a stormwater permit as the project moves forward. There is floodplain located on the property and the boundary is proposed to be revised. The applicant has provided detailed documentation showing the existing and proposed floodplain. Staff will continue to work with the applicant to finalize the details. A Letter of Map Revision (LOMR) will need to be prepared and submitted for FEMA approval so that the existing floodplain boundaries and elevations can be formally revised. Water Re -use The plans include the installation of a stormwater reuse system to be utilized to irrigate individual lots. The system is feasible from a water availability and equipment standpoint and staff will finalize the technical details as the project moves forward. The system will be installed by the applicant and owned/operated/maintained by the homeowner's association. The system will be part of the overall stormwater management improvements to be included as part of the stormwater permit. A stormwater reuse agreement between the City and the applicant shall be recorded. The agreement will include provisions that will allow the City to operate the system in the event that it is necessary to maintain compliance with the stormwater permit. The provisions will include an ability to assess any City costs associated with operation and maintenance of the system. Staff is working with the applicant to determine whether or not the water reuse system will generate stormwater management credits beyond those required to meet their own permitting requirements. If that is the case, the City will include in its use agreement with the developer that excess credits generated are the property of the City.. Wetlands The property includes some wetlands, which have been delineated and approved by the City as LGU. The applicant is proposing to impact 1.3 acres of the 57.7 acres of wetland for street construction. The applicant has submitted a wetland replacement plan to the Technical Evaluation Panel (TEP) for approval of the wetland impacts. The wetland replacement plan will need to be approved prior to final plat approval of any phase. Page 12 There is a trail network that meanders through the park area shown on the plan. There are a few areas where a boardwalk will be installed for the crossing of the wetlands. The boardwalks will be designed to qualify for a no loss (no wetland impact) determination from the TER Staff will continue to work with the applicant on the design of the boardwalk. The boardwalk will maintain the 8-foot width of the trails they will connect to throughout the development. Homeowners Association A homeowners association (HOA) is proposed for the development. There are three housing styles (single family detached homes, smaller single family detached homes, Villa homes) that are proposed within the development that would have their own homeowners association. All of the homes would be part of a Master HOA will be established for the development to own/operate/maintain community areas, landscaping, and the water re -use system. The HOA would also establish an Architectural Review Committee (ARC) to review and approve the home designs per architectural design guidelines. The HOA documents and the architectural design guidelines shall be reviewed and approved by staff prior to the recording of the final plat for the first phase. Preliminary Plat The preliminary plat consists of 319 residential lots and 10 outlots. The proposed use and ownership of each outlot are as follows: Outlot Acres _ _ Ownership A 7.07 city Use Wetland/Ponding____ B 1.40 Private Future Pondin g C 49.85 City Park/Wetland/Pondin D 40.45 city Wetland/Ponding E 0.65 HOA O ens ace/Trees F 0.31 HOA O ens ace/Trees G 0.33 HOA O ens ace H 1.60 City Pondin Buffer I 3.06 City Pondin Buffer J 6.26 City Wetland Park Dedication The developer is proposing to dedicate, grade, and landscape a 7.8 acre park that is divided into two areas, an open field area and an active park area with a playground, multi -sport court, and park shelter. An extensive off -road trail system that includes 1.5 miles of trails and boardwalks that connects to adjacent neighborhoods will be constructed by the developer. The Master Park Plan indicates a public park in this area. The City owns 18-acres of land (outlot), consisting of some wetlands, on the west side of the site, which is adjacent to the parkland proposed by the applicant. The outlot is not included in the parkland dedication calculation. The applicant has Page 13 done a good job in locating the park in a central area for access not only for this proposed development, but existing adjacent neighborhoods. The developer is proposing to dedicate 7.8 acres of land for the purposes of a public park in combination with paying parkland dedication fees. Parkland dedication of 14.6 acres is required, therefore the proposed dedication of 7.8 acres of satisfies 53% of the requirement. The remaining 47% would be satisfied through fees. Currently, the park dedication fee is $2,400 per unit and would therefore be $1,128 per unit or $359,832 in total. The developers is proposing their park improvements to the park in phases. Staff is recommending the developer installed improvements to be completed with the first 2 phases of the development. Phase 1 will include: • grading and seeding the city -owned outlot and the areas south of the power line easement, which park area showing a soccer field. Phase 2 will include: grading and seeding of the area north of the powerlines, which includes the north active park area. installation of trails, boardwalks and landscaping in the city -owned outlot and all park areas. The Parks Commission will consider the applicants park dedication proposal at its March 22, 2017, meeting. Staff is recommending that the Parks Commission support the off -road trail improvements and park landscaping and grading. Staff is also recommending that the Parks Commission have discussion on the City's option to construct the remaining park improvements (playground, parking areas, and park shelter, etc.) to be continued at a future meeting. Staff is recommending that the Parks Commission approve the park dedication proposal in the amount of 7.8 acres and $1,128 per unit ($359,832 for 319 units). Staff will provide an update to the Planning Commission on the discussion and recommendation from the Parks Commission on the park dedication proposal. Drainage and Utility Easements There are a number of Outlots included as part of the plat. Outlots that contain stormwater ponds and/or park are proposed to be deeded to the City; the remainder of the Outlots should include drainage and utility easements. Utilities Water service is available to the site via existing watermains adjacent to the development property. The water system will be looped through the development and will be extended to the plat boundaries for future development. A portion of the water system may qualify for oversize Page 14 cost -sharing per City policy, which will be addressed as part of the Development Agreement as the project moves forward. The sanitary sewer will be connected to the existing system to provide sewer service to the development, which is generally consistent with the City's Comprehensive Plan. The southwest portion of the development is proposed to be served by the sanitary sewer located in the southern half of Highway 61 and 130t` Street. The northern portion of the development will be served by the existing sanitary sewer system located within the adjacent neighborhoods. The lots in the central, southern and eastern portion of the development will be served by the existing system located along 130a' Street that consists of gravity sewer, lift station, and forcemain. Water and sewer trunk fees will apply to this project, and will be reviewed as the project moves forward. There are existing private utilities that extend through the site. Xcel Energy has an overhead transmission line extending through the site (east/west) and Koch pipeline has an underground pipeline extending through the site. The applicant will need to provide documentation of approval from Xcel Energy and Koch to cross the easements and any restrictions that may apply. 7. CONCLUSION: Staff believes that the layout of the proposed Adelaide Landing PUD general plan exceeds the City's standards for residential developments. Excelsior Group has offered a more creative and efficient approach to the existing constraints of the property through the site design layout. It is in staff s opinion that the applicant meets all the requirements necessary to approve the PUD and preliminary plat. 8. STAFF RECOMMENDATION: Staff has revised the resolution to include the two additional conditions recommended by the Planning Commissions and refined the conditions related to the construction of 130a' Street and the development fees. Staff recommends approval of the ordinance to rezone the property from Single Family Detached Residental (R-3) to Planned Unit Development (PUD). Staff recommends approval of the PUD and preliminary plat for Excelsior Group for the development to be known as "Adelaide Landing", subject to the conditions listed in the resolutions. 9. PLANNING COMMISSION RECOMMENDATION: The Planning Commission generally liked the plan and was pleased with the development layout, mix of housing products, park features, and the use of stormwater reuse for irrigation. One Page 15 Commissioner had concerns with the traffic along Highway 61 and the additional traffic created by the development. The Planning Commission recommended approval of the requests, subject to the conditions on the resolutions, and the addition of two new conditions: 1. The developer shall work with staff regarding the buffer between the Country Ponds rear lot lines and the pond. 2. The developer shall work with staff on trail a connection to the County Ponds neighborhood to the west. The vote was 5 approvals and 1 abstention. The abstention resulted from a concern on the traffic along Highway 61. The Planning Commission requested to have a discussion with staff regarding the future of Highway 61. ATTACHMENTS: 1. Location map 2. Ordinance approving the rezoning to PUD 3. Resolution approving the PUD General Plan 4. Resolution approving the Preliminary Plat 5. Engineer's Memo dated March 15, 2017 6. MnDOT letter dated March 9, 2017 7. Applicant's Narrative dated March 10, 2017 8. Phasing Plan dated November 29, 2017, revised April 14, 2017 9. Preliminary Plat plans dated, revised March 10, 2017 10. Pond Cross Section Illustration dated April 17, 2017 p, i ORDINANCE 2017- AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF HUGO AMENDING CHAPTER 90 (ZONING ORDINANCE) OF THE CITY CODE TO CLASSIFY CERTAIN LAND LOCATED EAST OF HIGHWAY 61 AND NORTH OF 130TH STREET THE CITY OF HUGO ORDAINS: Section 1. Amendment of the City Code. Chapter 90 of the City Code of the City of Hugo, Minnesota, is hereby amended by changing the classification on the City of Hugo Zoning Map to PUD (Planned Unit Development) with respect to the 216-acre property legally described as follows: See Attached Section 2. Effective Date. This amendment shall take effect upon its passage. ADOPTED by the City Council this 17th day of April, 2017. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk RESOLUTION 2017- APPROVING PUD GENERAL PLAN FOR EXCELSIOR GROUP, LLC, FOR "ADELAIDE LANDING" ON PROPERTY LOCATED EAST OF HIGHWAY 61 AND NORTH OF 130TH STREET WHEREAS, The Excelsior Group, LLC, has requested approval of a PUD general plan to allow approximately 319 single family residential lots and 10 outlots on the 216 acre property legally described as follows: (See Attached) WHEREAS, the Planning Commission has reviewed the PUD general plan at a duly called Public Hearing and recommends approval, and; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the request by The Excelsior Group. LLC, subject to the following conditions: 1. A PUD general plan is approved to allow the creation of approximately 319 single family residential lots and 10 outlots. The development shall be constructed in accordance with the application and plans received by the City on February 6, 2017, March 10, 2017, March 11, 2017, March 13, 2017, and March 16, 2017, except as amended by this resolution. 2. Approval is contingent upon City Council approval of the requested rezoning of the 216 acre property and preliminary plat. 3. The PUD general plan is approved based on the finding that the proposed project is consistent with the City's Comprehensive Plan. 4. The developer shall comply with all conditions in the City Engineer's letter dated March 17, 2017. 5. PUD flexibility is granted to allow: a. Flexibility to allow various lot sizes with a minimum lot size of 5,850 square feet, where 10,400 square feet is required. b. Flexibility to allow various lot width with a minimum lot width of 45 feet, were 80 feet is required by ordinance. c. Flexibility to allow a minimum front setback of 20 feet, where 30 feet is required. d. Flexibility to allow a minimum rear setback of 25 feet, where 30 feet is required. e. Flexibility to allow a minimum side yard setback of 7.5 feet, where 10 feet is required. f. Flexibility to allow a maximum impervious coverage of a lot to be 55%, where 50% is required. Resolution 2017- Page 2 g. Flexibility to allow a minimum right-of-way width of 50 feet, where 60 feet is required. 6. The preliminary phasing plan is generally approved per plans dated November 29, 2016, revised March 10, 2017. Any major revisions to the phasing plan shall require PUD amendment. Minor modifications shall be reviewed and approved by staff. a. Phase 1 shall include: i. The developer and the City shall enter into an agreement on a cost sharing formula for the reconstruction of 130th Street. ii. The developer shall provide one-third of the construction cost in escrow money to the City or other payment method approved by the City for the improvements to 130th Street per the cost sharing agreement. iii. The developer shall work with the City on the final layout of the Villa homes on the western portion of the plat. iv. Park improvements: 1. Grading and seeding within the City owned outlot (Oulot A, County Ponds) and the area south of the powerline easement. This shall be completed by and paid for by the developer. b. Phase 2 shall include: i. The developer shall provide one-third of the construction cost in escrow money to the City or other payment method approved by the City for the improvements to 130th Street per the cost sharing agreement. ii. Park improvements: 1. Grading and seeding on Outlot C, within the area north of the powerline easement. This shall be completed by and paid for by the developer. 2. An 8' bituminous trail, boardwalk, and landscaping shall be installed within all of Outlot C. Final location of the trail and boardwalk shall be reviewed and approved by staff prior to installation. This shall be constructed by and paid for by the developer. c. Phase 3 shall include: i. The entire length of 130"' Street, from T.H. 61 to Goodview Avenue, shall be constructed as an urban section roadway to City street standard, with an 8 foot wide bituminous trail on the north side, and the first layer of bituminous prior to issuance of a Certificate of Occupancy for the 1 st building. Resolution 2017- Page 3 1. This improvement shall include increase in the forcemain size that connects the development to the 130th Street lift station. ii. The developer shall provide one-third of the construction cost in escrow money to the City or other payment method approved by the City for the improvements to 130th Street per the cost sharing agreement. d. Prior to the issuance of a building permit for any lot north of Lot 1, Block 15, the entire length of Street 1 to Street 2 shall be constructed with the first layer of bituminous. No lots shall be issued a building permit until they are provided access to 130th Street via Street 1 and 2. 7. The building setbacks and impervious surface coverage requirements for the PUD are as follows: 45' and 55' Wide 50', 65' and Villa Lots 70'Wide Lots Front Setback 20 Ft — Side Load Garage (min) 25 Ft — Front Load Garage Side Setback 7.5 Ft Rear Setback 125 Ft Lot Impervious 55% (max) 25 Ft 85' Wide Lots 25 Ft - - 7.5 Ft i 10 Ft 30 Ft 30 Ft 50% 50% 8. A stormwater re -use system, as shown in the plans, shall be constructed with the development. The final plans shall be reviewed and approved by staff. The system will be installed by the applicant, and owned/operated/maintained by the homeowner's association. A stormwater reuse agreement shall be reviewed an approved by staff and recoded at Washington County. 9. The developer has indicated that an HOA will be established for the development to own/operate/maintain community areas, landscaping, and the water re -use system. The HOA documents shall be reviewed and approved by staff prior to the recording of the final plat for the Phase 1. 10. The developer must comply with the following, prior to Final Plat and Final PUD Plan application: Landscaping and Lighting Resolution 2017- Page 4 a. The landscape plan shall be revised to include the number, size, and type of trees and shrubs in each proposed location. b. The final landscape plans must be submitted for review and approval by staff. c. The developer shall work with the City on providing a buffer from the pond from the County Ponds neighborhood to the west. The buffer shall be reviewed and approved by City staff. Signage d. Final design and location of the entrance monument signage for the development shall be reviewed and approved by staff. e. The developer shall enter into an easement agreement for access and maintenance of the landscaping and signage with in Outlots A, C, D, H, I, and I Streets/Access f. The plans shall be revised to show 130th as an urban section road to street standards, including the 8 foot bituminous trail on the north side. The final plans must be submitted for review and approval by staff. Architecture g. The developer shall develop and implement architectural review and design guidelines for all residential buildings. These guidelines shall be consistent with the draft architectural and landscaping guidelines provided by the developer for the PUD General Plan dated March 13, 2017, Miscellaneous h. Architectural design guidelines shall be reviewed approved by City staff. i. The developer shall work with City staff to provide a trail connection to the Country Ponds neighborhood to the west. ADOPTED by the City Council this 1 st day of May, 2017. Resolution 2017- Page 5 Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk RESOLUTION 2017- APPROVING PRELIMINARY PLAT FOR THE EXCELSIOR GROUP, LLC, FOR "ADELAIDE LANDING" ON PROPERTY LOCATED EAST OF HIGHWAY 61 AND NORTH OF 130TH STREET WHEREAS, Excelsior Group, LLC, has requested approval of a preliminary plat to allow construction of 319 single family lots and 10 outlots on the 216 acre property legally described as follows: (See Attached) WHEREAS, the Planning Commission has reviewed the preliminary plat at a duly called Public Hearing and recommends approval, and; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the request by Excelsior Group, LLC, for a preliminary plat, subject to the following conditions: 1. A preliminary plat is approved to allow the creation of 319 single family home lots and 10 outlots, in accordance with the application and plans received by the City on February 6, 2017, March 10, 2017, March 11, 2017, March 13, 2017, and March 16, 2017, except as amended by this resolution. 2. Approval is contingent upon City Council approval of a rezoning to PUD for the 216 acre site. 3. The developer must comply with Resolution 2017-_, for the PUD. 4. Park Dedication is proposed to be satisfied with a combination of land dedication and fee. The amount of land dedicated is 7.8 acres satisfying 53% of the requirement. The park dedication fee shall be paid for each lot platted at the amount of $1,128 per lot. 5. The entire length of 130th Street, from T.H. 61 to Goodview Avenue, shall be constructed as an urban section roadway to City street standard, with an 8 foot wide bituminous trail on the north side. 6. The developer shall be responsible for paying 44% of the construction cost of 130th Street. The cost will be divided between the first three phases of the development with one-third of the cost paid to the City prior to the recording of the final plat of each phase. 7. The preliminary phasing plan is generally approved per plans dated November 29, 2016, revised March 10, 2017. Any major revisions to the phasing plan shall require PUD amendment. Minor modifications shall be reviewed and approved by staff. a. Phase 1 shall include: Resolution 2017- Page 2 i. The developer and the City shall enter into an agreement on a cost sharing formula for the reconstruction of 130th Street. ii. The developer shall provide one-third of the construction cost in escrow money to the City or other payment method approved by the City for the improvements to 130th Street per the cost sharing agreement. iii. The developer shall work with the City on the final layout of the Villa homes on the western portion of the plat. iv. Park improvements: 1. Grading and seeding within the City owned outlot (Oulot A, County Ponds) and the area south of the powerline easement. This shall be completed by and paid for by the developer. b. Phase 2 shall include: i. The developer shall provide one-third of the construction cost in escrow money to the City or other payment method approved by the City for the improvements to 130th Street per the cost sharing agreement. I Park improvements: 1. Grading and seeding on Outlot C, within the area north of the powerline easement. This shall be completed by and paid for by the developer. 2. An 8' bituminous trail, boardwalk, and landscaping shall be installed within all of Outlot C. Final location of the trail and boardwalk shall be reviewed and approved by staff prior to installation. This shall be constructed by and paid for by the developer. Phase 3 shall include: i. The entire length of 130t' Street, from T.H. 61 to Goodview Avenue, shall be constructed as an urban section roadway to City street standard, with an 8 foot wide bituminous trail on the north side, and the first layer of bituminous prior to issuance of a Certificate of Occupancy for the 1 st building. 1. This improvement shall include increase in the forcemain size that connects the development to the 130' Street lift station. ii. The developer shall provide one-third of the construction cost in escrow money to the City or other payment method approved by the City for the improvements to 130th Street per the cost sharing agreement. d. Prior to the issuance of a building permit for any lot north of Lot 1, Block 15, the entire length of Street 1 to Street 2 shall be constructed with the Resolution 2017- Page 3 first layer of bituminous. No lots shall be issued a building permit until they are provided access to 130a' Street via Street 1 and 2. 8. The building setbacks and impervious surface requirements for the development are as follows: 45' and 55' Wide 50', 65' and 85' Villa Lots 70'Wide Wide Lots Lots Front Setback 20 Ft — Side Load Garage 25 Ft 25 Ft (min) 25 Ft — Front Load Garage Side Setback 7.5 Ft 7.5 Ft 10 Ft (min) Rear Setback 25 Ft 30 Ft 30 Ft (min) Lot Impervious ! 55% 50% 50% (max) 9. Outlot Use and Ownership a. Outlots A, D, H, I, and J are proposed for stormwater ponding/wetlands and shall be deeded to the City. b. Outlot C is proposed for a public park and stormwater ponding and shall be deeded to the City. c. Outlots E, F, G, are proposed for openspace and tree preservation and will we owned by the HOA. d. Outlot B is proposed for a future pond/unplanned and the current owner (Stachowiak) will retain ownership. 10. The location and geometries of the center island located on Street 13 is subject to further review and approval by City staff. 11. The landscaping planned for the development shall be installed all at the same time during each phase. The developers shall take proper precautions to protect the trees as the homes are being built. 12. Prior to the release of the final plat for recording, the developer must comply with the following conditions. a. The developer shall comply with the City standards for street lighting within the public right-of-way. b. The developer must comply with all conditions outlined in the City Engineer's memos dated March 17, 2017. c. 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. Resolution 2017- Page 4 d. The developer must obtain all necessary stormwater management and WCA permits from the City. e. The developer shall address all comments in the MnDOT comment letter dated March 9, 2017. a. The plans shall be revised to show 130t' Street as an urban section road to City street standards, including the 8 foot bituminous trail on the north side. The final plans must be submitted for review and approval by staff. f. A stormwater reuse agreement shall be reviewed and approved by staff and recoded at Washington County. g. The developer shall obtain all necessary local, state, and federal permits. h. The developer shall obtain approval from Xcel Energy on the crossing of the powerline easement. i. The developer shall obtain approval from Koch on the crossing of the gas line easement. j. The Homeowners Association (HOA) documents for review and approval by staff. k. Architectural design guidelines shall be reviewed and approved by staff. 1. Details and specification for the boardwalks shall be reviewed and approved by staff. m. The developer shall provide survey shots of the neighboring properties to ensure all drainage is contained on the developer's property. n. The developer shall work with the City on providing a buffer from the pond from the County Ponds neighborhood to the west. The buffer shall be reviewed and approved by City staff. o. The developer shall work with City staff to provide a trail connection to the Country Ponds neighborhood to the west. p. The City's development fees will apply to this project. The fee amounts will be calculated and included as part of the Development Agreement. A development agreement shall be executed and all fees shall be paid. q. Park Dedication shall be paid for each lot platted in the amount of $1,128 per lot. Resolution 2017- Page 5 r. A formula has been developed to determine the amount that the water trunk fee can be reduced based on the water reuse system, which results in a 40% reduction in the trunk fee. This provision will be included in the development agreement for each phase. s. A formula has been developed to determine the amount that the stromwater trunk fee can be reduced based on the drainage provided for the construction of 130t' Street, which results in a 5% reduction in the trunk fee. This provision will be included in the development agreement for each phase. 13. Prior to the issuance of building permits, the developer must 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. A Letter of Map Revision will need to be prepared and submitted for FEMA approval so that the existing floodplain boundaries and elevations can be revised per the plans. c. The Stormwater Trunk fee shall be paid at each building permit. ADOPTED by the City Council this 1 st day of May, 2017 Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk 477 Temperance Street I St. Paul, MN 55101 1 (651) 286-8450 March 17, 2017 Ms. Rachel Juba, City Planner City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Preliminary Plat/Preliminary PUD Review Adelaide Landing WSB Project No. 3288-04 Dear Ms. Juba: We have reviewed the Preliminary Plat/PUD submittal and drainage analysis for the above -referenced project. In particular, we have reviewed the following plans related to this particular request: • Preliminary Plat, Grading, Streets, Utilities, and Landscaping Plans prepared by Westwood Professional Services, dated February 5, 2017. • Preliminary Stormwater Runoff Narrative prepared by Westwood Professional Services, dated February 6, 2017. Based on the review of the application materials, we offer the following comments related to this application: Roadways and Access 1. The plan includes adequate roadway right of way and roadways and sidewalks/trails meet City standards for width and design within the extents of the residential development. 2. The development is bordered by 130th Street on the south where the proposed development will have three access locations. Internal roadway connections are also proposed at the existing 137th Street that extends west to Trunk Highway 61, 135th Street that extends easterly towards Egg Lake Road and Flay Avenue that extends northerly towards Egg Lake Road, 3. The proposed development consists of 319 lots, with seven (7) of these lots being developed by others in the future (southeast corner of development). The initial phase consists of approximately 54 lots that will access 130th Street. Subsequent phases continue in the southern portion of the sight that will also access 130th Street. As development continues northward on the site in later stages of the development, connection to 135th Street, Flay Avenue, and 137th Street will take place. 4. The plans include roadway extensions that will allow future roadway access to the property east of the plat area just north of 130th Street. 5. 130th Street will require improvements to accommodate this development and to address deteriorating roadway conditions. Staff is evaluating options for improving 130th Street that include the following: • addition of intersection improvements that could include a roundabout located at Flay Avenue and Street 5 • turn lanes located at street 12 • reconstruction of the roadway to an urban section from TH 61 to Goodview Avenue • 8-ft pedestrian trail along the north side of 130th Street, as identified in the Parks, Trails and Open Space Plan. • Pedestrian crossings of 130th Street in select locations Building a legacy — your legacy. Equal Opportunity Employer I wsbeng.com K:103288-0401AdminlDocs\LTR.r juba-Adelaide Lending Prelim Plat-PUD 031717 kkp.dom Ms. Rachel Juba March 17, 2017 Page 2 6. 130th Street is identified as a potential project in a future year, and some level of City financial participation is reasonable. The specific timing for the improvements, along with the cost share, will be included in the Development Agreement. 7. Streets 1 & 2 will cross a private ditch. The specific design of the crossing is dependent upon the hydraulic needs related to the ditch itself. We are currently collaborating with the applicant to develop a preliminary design for the crossing/culvert, and ultimately develop a final design and secure a permit from the RCWD. 8. A detailed traffic analysis was completed as part of the EAW. The results of the EAW indicate the development can be accommodated, provided a number of improvements to 130th Street are completed. The existing signal timing at TH 61 and 130th Street will also require monitoring, with potential changes made by MnDOT. Grading, Drainage, and Wetlands 9. The property includes 57.7 acres of wetlands, which have been delineated and approved by the City as LGU. The proposed development does result in 1.34 acres of wetland impact that is proposed to be impacted through wetland bank replacement. A wetland replacement application has been submitted for review. A TEP meeting will be scheduled in the near future and the notice of decision will ultimately require City Council approval. 10. Within the development there is a network of trails that do include four wetland crossings. The crossings are proposed to be boardwalks designed to qualify for no wetland loss. Staff will continue to work with the applicant on the boardwalk design. The elevated boardwalk will maintain the 8-foot width to be consistent with the trail widths throughout the development. 11 The City will review and issue a stormwater management permit for the development. The plans include managing stormwater through a combination of ponds and a stormwater reuse system. The design is consistent with stormwater rules as proposed, and we will work with the applicant to finalize the plans and issue a stormwater permit as the project moves forward. 12. Any fill placed in the floodplain requires compensatory storage to mitigate filling within the 100-year floodplain. The applicants provided detailed documentation depicting the existing and proposed floodplain, and we will continue to work directly with the applicant to finalize the details. A Letter of Map Revision will need to be prepared and submitted for FEMA approval so that the existing floodplain boundaries and elevations can be revised. 13. There are a number of Outlots included as part of the plat. Outlots that contain stormwater ponds and/or park should be deeded to the City; the remainder of the Outlots should include drainage and utility easements. 14. The plans include the installation of a stormwater reuse system to be utilized to irrigate common areas, park areas and individual lots within the development. The system is feasible from a water availability and equipment standpoint. We will finalize the technical details as the project moves forward. Of note regarding the system are the following: • The system will be installed by the applicant and pumps and mainlines owned, operated, and maintained by the homeowner's association. • The system will be a part of the overall stormwater management improvements to be included as part of the stormwater permit. The HOA documents will include provisions that will allow the City to operate the system in the event that it is necessary to maintain compliance with the stormwater permit. The provisions will include an ability to assess any City costs associated with operation and maintenance of the system. Ms. Rachel Juba March 17, 2017 Page 3 • We are working with the applicant to determine whether or not the water reuse system will generate stormwater management credits beyond those required to meet their own permitting requirements. The City should include in its use agreement with the HOA that excess credits generated are the property of the City. Utilities 15. Water service is available to the property via existing watermain connection points adjacent to the property. The water system will be looped through the proposed development, and be extended to plat boundaries to allow for extension in the future. 16. The development will include some trunk watermain consistent with the City's Comprehensive Water Supply Plan. Any trunk watermain installed as part of the project will be eligible for oversizing credit, which will be addressed in the Development Agreement. 17. The sanitary sewer will be connected to the existing system to provide sewer service to the development, which is generally consistent with the City's Comprehensive Plan. The proposed plan will require adjustments to the sewer service areas, which is reasonable with a minor modification to an existing forcemain, which extends from the lift station on 130th Street. The forcemain will be improved as part of the 130th Street improvements, with the Developer funding a portion of the cost. This will be outlined in the Development Agreement. 18. Water and Sewer trunk fees will apply to the project, and will be reviewed as the project moves forward. 19. Existing private utilities extend through the site. Xcel Energy has overhead transmission line extending through the site (east/west) and Koch pipeline has an underground pipeline extending through the site. The applicant will need to provide documentation from Xcel Energy and Koch indicated any restrictions there are within their easements. Thank you for the opportunity to provide comments on this project. If you have any questions, please do not hesitate to contact me at 651-286-8463. Sincerely, WSS & Associates, Inc. Mark Erichson, PE City Engineer cc: Steve Duff, Senior Engineering Technician (email only) Deb Ridgeway, The Excelsior Group (email only) Corey Meyer, Westwood Professional Services (email only) Ann Pung-Terwedo, Washington County Public Works (email only) Katy Thompson, Water Resource Engineer (email only) Stephanie Hatten, Water Resource Engineer (email only) Tony Havranek, LGU Coordinator (email only) Kris Keller, Plan Review Specialist (email only) kkp O'"ESO,Minnesota Department of Transportation Metropolitan District Waters Edge Building 1500 County Road B2 West Roseville, MN 55113 March 9, 2019 Rachel Juba City Planner City of Hugo 14669 Fitzgerald Avenue Hugo, MN 55038 SUBJECT: Adelaide Landing MnDOT Review # P 17-015 NE quad US 61 and 130th St. Hugo, Washington County Control Section 8206 Dear Ms. Juba: The Minnesota Department of Transportation (MnDOT) has reviewed the above referenced plat for the proposed Adelaide Landing development in compliance with Minnesota Statute 505.03, subdivision 2, Plats. Before further development, please address the following issues: Traffic • There are no plans at this time to expand US61 to a 4-lane facility. • If safety concerns arise at 134a' St or 137a' St due to people avoiding the signals at 130' St or 140a' St, there is no certainty that additional traffic control would be the solution. Any additional traffic control would have to meet warrants and spacing guidelines as well as fit into the larger plan for the corridor. Potential solutions to explore would likely include limiting movements at these intersections. • Any changes to speed limits would require a traffic study to be done by MnDOT. Additional access with increased side street traffic rarely impacts traveled speeds significantly. If there is a wish to lower speeds on 130t' and 140t' in the future, engineering solutions for traffic calming would likely be necessary. For questions regarding these comments please contact Kaare Festvog at 651-234-7814 or kaare.festvo,,,,; state.mn.us. Design There appears to be grading identified on MnDOT right of way however on Sheet 8 there are notes that there is a difference between the existing and proposed right of way line. Please reconcile these differences. For questions regarding these comments please contact Nancy Jacobson at 651.234.7647 or Nancy .L.Jacobson a state.mn.us. Water Resources: A drainage permit is required. The proposed development will need to maintain or reduce existing drainage rates to and maintain drainage patterns within MnDOT right of way. In addition, the submitted plan shows ponding highwater elevations and grading that currently utilize MnDOT right of way for storage. All ponds and associated highwater elevations need to be situated outside of MnDOT right of way. Please adjust any design elements that are currently utilizing MnDOT property in this way. As part of a drainage permit submittal, the City or project developer will need to submit existing and proposed hydraulic computations for both 10 and 100 year rainfall events verifying that all existing drainage patterns, ponding, and systems affecting Mn/DOT right of way will be perpetuated. For questions on these points or to submit additional information, please call Bryce Fossand, Mn/DOT Metro District Water Resources Engineering, at (651) 234-7529 or email b? \ ce.fossand o state.mn.us . Permits In addition to the drainage permit, any use of or work within or affecting MnDOT right of way requires a permit. Permit forms are available from MnDOT's utility website at http://www.dot.state.mn.us/metro/maintena,nce/l)ermits.html Please include one set of plans formatted to 11X17 with each permit application. Please submit/send all permit applications and 11X17plan sets to: metro pei rmitapps.dot e r state.mn.us. Please direct any questions regarding permit requirements to Buck Craig (651-234-7911) of MnDOT's Metro Permits Section. Review Submittal Options: Mn/DOT's goal is to complete the review of plans within 30 days. Submittals sent in electronically can usually be turned around faster. There are four submittal options. Please submit either: 1. One (1) electronic pd£ version of the plans. Mn/DOT can accept the plans via e-mail at metrodevreviews.dot, �,� state.mn.us provided that each separate e-mail is under 20 megabytes. 2. Three (3) sets of full size plans. Although submitting seven sets of full size plans will expedite the review process. Plans can be sent to: Mn/DOT — Metro District Planning Section Development Reviews Coordinator 1500 West County Road B-2 Roseville, MN 55113 3. One (1) compact disk. 4. Plans can also be submitted to Mn/DOT's External FTP Site. Please send files to: ftp:Hftp2.dot.state.mn.us/;)ub/incominL/MetroWatersEd,,e/Planning Internet Explorer doesn't work using ftp so please use an FTP Client or your Windows Explorer (My Computer). Also, please send a note to metrodevreviews.dotrit::state.mn.us indicating that the plans have been submitted on the FTP site. - If you have any questions concerning this review please contact me at (651) 234-7784. Sincerely, Karen Scheffing Principal Planner Copy sent via E-Mail: Buck Craig, Permits Nancy Jacobson, Design Bryce Fossand, Water Resources Mark Beatty, Surveys Tiffany Kautz, Right -of -Way Kaare Festevog, Traffic Clare Lackey, Traffic Ryan Coddington, Area Engineer Russ Owen, Metropolitan Council ADELAIDE LANDING Hugo, Minnesota PROJECT NARRATIVE March 10, 2017 Nestled among acres of wetlands, Adelaide Landing demonstrates an appreciation for the natural environment. Preservation of the wetland system enhances connections with nature. The extensive trail system meanders organically throughout the site allowing one to appreciate the open views and wildlife. Both street and trail connections are created to neighbors, to nature and to the surrounding community. Trails lead to the centrally located park which is a gathering space for families to picnic, kids to play or individuals to simply enjoy nature. Curved streets follow the edges of wetlands and ponds to create a design where a majority of home sites back to open space. A variety of lot sizes craft a community for those at different life stages and income levels. Home styles will attract first time homebuyers, families with children as well as empty nesters. LOCATION The site is located at the northeast intersection of CSAH 61 and 130`h Street North. GENERAL DESCRIPTION OF REQUEST Preliminary Plat and PUD approval is being sought for the 217-acre site. In all 319 units are proposed creating a gross density of 1.5 units per acre. The net developable area of 146 acres creates a net density of 2.2 units per acre, which is well below the maximum density of 4 units per acre in the R-3 Zoning District. Generally, a combination of lot sizes is proposed: 45', 50', 65', 70' and 85' widths. Below is a comparison of the R-3 Zoning requirements versus the proposed lot sizes: R-3 2Wng District Proposed Villa Lots Proposed 50' Wide Lots Proposed 65' Wide Lots Proposed 70' Wide Lots Proposed 85' Wide Lots Lot Size (min) 10,400 SF 5,850 SF 6,513 SF 8,450 SF 9,029 SF 11,050 SF Lot Size (avg) 8,601 SF 8,138 SF 11,823 SF 10,529 SF 13,017 SF Lot Width (min) 80 Ft 45 Ft 50 Ft 65 Ft 70 Ft 85 Ft Lot Depth (min) 100 Ft 130 Ft 130 Ft 130 Ft 130 Ft 130 Ft Front Setback (min) 30 Ft 20 Ft — Side Load Garage 25 Ft — Front Load Garage 25 Ft 25 Ft 25 Ft 25 Ft Side Setback (min) 10 Ft 7.5 Ft 7.5 Ft 7.5 Ft 7.5 Ft 10 Ft Rear Setback (min) 30 Ft 25 Ft 30 Ft 30 Ft 30 Ft 30 Ft Bldg Height (max) 35 Ft 35 Ft 35 Ft 35 Ft 35 Ft 35 Ft Lot Impervious (max) 50910 55% 50% 50% 50% 50% Adelaide Landing Preliminary Plat/PUD — Narrative EXCELSIOR 077 rrtrltiorG—P The PUD is a tool that will allow flexibility from the R-3 District standards to create a better overall design that preserves and enhances the natural features of the site while introducing a mix of product styles for first time homebuyers, families and empty nesters. Further, it will create much needed connections to open and play spaces for the surrounding community. It is understood that PUDs are reviewed under the expectation that the developer will deliver a higher quality product in exchange for relaxation of the standard Zoning Code. To summarize the above table, flexibility is being requested for minimum lot size, minimum lot width, front, side and rear setbacks as well as maximum lot impervious surface. In response to the evaluation criteria specified in the PUD Zoning Code, the site provides the following in exchange for flexibility: 1. Preservation of the Site's Natural Features — Of the nearly 60 acres of wetland, 1.34 acres are being impacted; leaving 98 percent untouched. Additionally, trees are being preserved to maintain a buffer in the northeast corner of the site. A couple other pockets of trees are planned to remain in the southern portion of the property, becoming a site amenity. 2. Creation of an Extensive Trail System — Approximately 8,000 lineal feet (1.5 miles) of trails is being created in Adelaide Landing. The pathways provide connections from the surrounding neighborhoods that scenically meander around the ponds and wetlands through the park. In addition to the trails, there will be 13,000 lineal feet (2.5 miles) of sidewalk providing even more pedestrian options. 3. Significant Landscaping — Under the standard zoning ordinance, 2 trees per lot are required or about 638 total trees. The plan contemplates a combination of over 1,400 boulevard, screening and front yard trees. Extensive landscaping is evident along Highway 61 and 130' Street to buffer the rear yards from street traffic. Buffer areas are also planned for the park and in the rear yards of homes adjacent to the existing neighborhoods. 4. Storm Water Reuse System — A storm water reuse system will be implemented to use onsite ponding to irrigate common areas, park areas and all homes' yards. The system's pumps and mainline will be owned and maintained by the Master Homeowners Association. Not only does water reuse aid in meeting the site's infiltration requirements, but also conserves potable water for domestic use. 5. Decrease in the Allowed Density — Under the R-3 Zoning Ordinance, a maximum density of 4 units per acre is allowed. By creating a design that is sensitive to preserving the natural features (wetlands and wooded areas), less density is achieved. Adelaide Landing plans for nearly half the allowed density at 2.2 units per acre. 6. Architectural Design Guidelines — Architectural Guidelines will ensure aesthetically pleasing homes that will complement each other, yet celebrate a variety architectural styles. HOUSING & SETBACKS The variety of lot sizes allow for a variety of home styles to meet the needs of many different buyers. The 45' wide lots are planned for Villas which offer main level living with association maintained grounds mostly geared toward empty nesters. Single family lots with widths of 65, 70 and 85 feet are suitable for a variety of traditional single family home sizes to meet a variety of price points. The smaller 50-foot wide lots are ideal for smaller homes geared toward first time homebuyers. In all, there will be about five different home series. The accompanying elevations (Attachment A) Adelaide Landing Preliminary Plat/PUD — Narrative L XG L L 51 U K � pr�ax�rro.c� generally depict the housing styles for the neighborhood. Additionally, Architectural Guidelines will provide a framework for builders to follow while allowing flexibility and variety. Setbacks for the 50-, 65- and 70-foot lots are proposed to be consistent between product types. This includes setbacks of 25-foot front, 7'h-foot sides and 30-foot rear. The larger 85-foot lots will have similar front and rear setbacks with 10-foot side setbacks. The Villas are proposed to have front setbacks of 25 feet for front loaded garages and 20 feet for side loaded garages. Side setbacks are shown at 7'/z feet on either side. STREETS. SIDEWALKS & LANDSCAPING There are number of access points to the site, which also creates connections to the surrounding community. The curved tree -lined streets will help to calm traffic in this pedestrian friendly neighborhood. The street design allows for many of the homes to not directly back another home creating many premium lots with wetland, open space or park views. Sidewalks are evident throughout and located on one side of the street creating a truly walkable neighborhood. Trails provide the much needed connections from the surrounding area leading around the ponds and wetlands to the public park. While the site is generally open, there are a few stands of trees intended to be preserved. Most notably, the center entrance along 130`h Street. This centrally located entrance creates a front door effect to the neighborhood with a large monument and public trail leading directly to the park. Near the Villas, the trees create a private green which becomes the focal point of this sub -neighborhood. Other existing treed areas will be preserved to the extent possible. Extensive landscaping is planned along 130"' Street and Highway 61 creating rear yard buffers. The large monument at the main entrance will create identity for the neighborhood as will other features throughout, including the public park, enhanced trail system and pocket green spaces. STREETLIGHTS The streetlight style will be the Vernon Fixture offered by Xcel Energy (see below). Proposed locations are shown on the Preliminary Plat. EASEMENTS The site is intersected by 2 easements: gas line and overhead powerline. Both Koch and Xcel are in the process of reviewing plans to respond to site planning and permitting near the easement areas. Adelaide Landing Preliminary Plat/PUD — Narrative EXCELSIOR a n r l—r p WETLANDS A wetland delineation has been completed and approved for the site. Of the 58 acres of existing wetlands, only 1.34 acres are impacted by development. The impacts are generally due to street alignments and connections. In all, 98 percent of the wetlands are preserved creating vista views and spaces for trails to meander through; a true amenity that will be further enhanced with site development. Impacted wetlands will be mitigated by purchasing credits from an approved wetland bank. The existing ditch through the site will be enhanced to become a site amenity, similar to a small creek or brook. It will be cleaned out and include a trail that runs parallel to it. Pockets of landscaping will be evident along the path. PONDING Due to the high groundwater levels, the site needs to be raised. As a result, deep ponds will be created to not only generate material to raise the building sites, but to also manage storm water. Additionally, the ponds will be used for irrigation to meet water reuse and infiltration requirements. Approval is being requested to use the adjacent city -owned Outlot A, Country Ponds for ponding. Ponding will enhance the outlot's existing condition as well as create a more seamless transition between the properties. In exchange, a trail will be constructed between the pond and wetland which will be part of the neighborhood's public trail system. As shown in the Typical Pond Cross Section of the Preliminary Plat, a 15' buffer is proposed off the adjacent property lines with a 10' bench from HWL. Overstory trees are disbursed along the pond to create a break from the existing homes without impeding water & wetland views. The floodplain boundary is depicted on the Preliminary Plat as agreed upon between the engineers for both City & Developer. Ultimately, the floodplain elevations will need FEMA approval by way of a LOMR. This will occur once grading activities are completed and elevations can be certified. PARKS & TRAILS In all, the site proposes a combined area in excess of 100 acres for park, open space, ponding, wetland buffer and wooded area. The extensive trail system not only leads to the centrally located park, but also meanders around wetlands and ponds, providing a greater connection with the natural environment. Boardwalks further serve to protect the existing wetlands. Approval is being requesting for the adjacent city -owned outlot to be incorporated into the engineered site design. The outlot will be used for ponding, which will also enhance the existing wetland. In exchange, a trail will meander through the outlot between the pond and wetland to offer greater connectivity to the adjacent public park. It is understood that park dedication for new development can be achieved in one of two ways: land dedication (10% of net developable area) or a fee in lieu of land ($2,400 per unit). With a net developable area of 146.2 acres, 14.6 acres of park land dedication is required. Per the attached Park Exhibit, the total outlot area dedicated for park or public use is 35 acres. This encompasses wetland, Adelaide Landing Preliminary Plat/ PUD — Narrative EXCELSIOR 67brE fdarcm* ponding and trails which will offer a unique experience with not only opportunities for active play, but also connections to the natural environment. Of this larger parcel, 7.8 acres will be specifically dedicated for park land credit or approximately 53% of the City requirement. Therefore, the remaining requirement will be paid in cash: 47% of $2,400 or $1,128 per unit. With 312 units in the neighborhood, the total cash dedication would be $351,936. Under the PUD Zoning Code, flexibility is being requested for reduced road widths, setbacks and lot sizing to create a neighborhood with an enhanced overall design. In exchange for flexibility from the standard R-3 zoning ordinance, wetlands and wooded areas are preserved, a variety of housing styles are created and landscaping standards are exceeded. Most notably related to Parks is the extensive trail system; 8,000 lineal feet (1.5 miles) of trails and boardwalks are proposed to be constructed throughout the neighborhood. These will provide connections to the much -needed neighborhood park for Adelaide Landing and the surrounding community. Developer installed park improvements not only include the trails and boardwalks, but also the grading, seeding and trees within the park and along the trails. The neighborhood will be served by a water reuse system whereby the ponds will be used to irrigate lawns and common open space. The pumps will be appropriately sized and an irrigation service connection will be provided to accommodate the park area. The neighborhood master homeowners' association will be responsible for maintaining the pumps and winterization of the neighborhood's mainline system. To summarize, below is a chart of the anticipated park improvements showing the responsible party for installation. If it means completing the park sooner, the developer is willing to install City improvements for an in -kind reduction in park fees. Improvement Developer Installed City Installed Park Grading X Park Seeding X Park Irrigation X Parking Lots X Trails & Boardwalks X Buffer Landscaping X Shelter X Sports Court & Pickle Ball X Play Structure X Additional Park Furnishings X Phasing of the park improvements is anticipated as follows: 1. Grading and seeding a. Within City -owned Outlot — 2017 b. South of poweline easement — 2017 c. North of powerline easement — 2019 2. Trails, Boardwalks and Buffer Landscaping a. Within City -owned Oudot — 2018 Adelaide Landing Preliminary Plat/PUD — Narrative EXCELSIOR S S47nr..ao c_* b. South of powerline — 2018 North of powerline to Street 2 — 2019 Given the site's history of ownership, it is requested that the park be named in memory of Arthur Arcand. SNOWMOBILE TRAIL It is understood that there is an existing snow mobile trail within the powerline easement that turns south over the proposed 85-foot lots. In the future, the trail can continue to be used within the powerline easement, only. Due to future home locations, a north/south trail will not be permissible/possible. HOMEOWNERS ASSOCIATION The overall site will be governed by a master homeowners' association with 3 individual sub - associations professionally managed by Master HOA. The Master Association will be responsible for a number of amenities that benefit the neighborhood as a whole, mainly the water reuse mainline system and pumps. Additionally, the Master will be responsible for maintaining the Neighborhood entrance monument and landscaping features, specifically the buffer plantings along 130`' St. Villas HOA. The Villas will be responsible for summer & winter grounds maintenance for each unit, including irrigation, mowing and snow removal. Additionally, they will own and maintain Outlots E and F as well as maintain the island plantings in Street 6 as shown on Preliminary Plat. Single Family HOA (65', 70', 85'). This Single Family HOA will mainly be responsible for architectural control of the homes located on their respective lots. The HOA will likely contract for a single trash hauler, as well. Single Family HOA (50'). This sub -neighborhood consists of the small single family lots located in the northwest corner of the site. Not only will they be responsible for architectural control of the homes, but also trash hauling and maintenance of the island located in Street 13 of the Preliminary Plat. CONSTRUCTION SCHEDULE Upon EAW, Wetland Replacement, Preliminary Plat & PUD approvals, the south portion of the site is anticipated to be graded in May 2017 followed by street and utility construction for the I't phase area. Lot delivery is planned for September 2017. Subsequent phasing will be dependent on market demand and conditions, but anticipated to occur over the next 5 years. Adelaide Landing Preliminary Plat/PUD — Narrative EXCELSIOR �, ®Tbr F'xc&7 Gsftp PROJECT CONTACTS Developer/Contract Buyer: The Excelsior Group Deb Ridgeway, Project Manager deb.rid ewa excels iorllc. corn 952.525.3223 Engineer/Wetlands/EAW 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 Westwood Professional Services Cory Meyer, Senior Project Manager co .me er westwood. s.com 952.906.7437 7699 Anagram Drive Eden Prairie, MN 55344 Adelaide Landing Preliminary Plat/PUD — Narrative EXCELSIOR 7 07Yx rsx A—G—p © 2016 Westwood Professional Services, Inc. / T POND ci OT A \ / 1:37TM STP�,'EET N. 87REET 10 /7 w 1 1 t/ P �/- '. I _ / POND: I 3 D I 3 1i ❑ 6� �I❑ / / 6 7 5 e e / • 5 9 6 5 � I / o 0 6_-9 - oJ- T� I sQ \ D 2 " 8 in �' n I 1 n I ❑ 1 12 , �15 � O l � - 8 1 _ I 15 \r OUMOT C16 I20 POo/ 5 N���� � -❑T Do F o 1 _ __ 4L d 5 �� 4 I I POND 6 D l ❑ I 5 POND ♦ is I i ,_:: ❑ T 10 ♦ :`� ❑ I � � ice• ♦ - >, 4111, 12 41 16 ~; 15 8 n •� . 16 D - r TRAIL J - n • - - n I is POND •Y> 1 •k' 2� ..... ..:'y _ .. .gyp .S D - - LV ^ k. k. 1 O i _ • S' 'F' b ,t _ PARK - - 23 Z - O O - - \ CL A�- --_ PHASE 1 GRADING LIMITS t.: CO S =t. 1 \ b I - 6 4 '< - - - `` d > .. , .. .. ..nn, . .. .. a .. - - O - - t OVERHE D •;• - - XI TIN � ..... _ _ -- - - - E G ..........: „ c { . . s :. - � .. a .. ,.. :... . .. a ... . ,. • .. ` • ai " i.; I- POWER EASEMEINT ' . -. 1. .. .. .. .. ... ... .... .... PROPQSED - _ - a ........... :.. i..<..._... ..a ,_._... ,... ROW <.., _ .. - _ - - ...:.....: _ r i s " ` Y t_� e .y. r:` 1:t 1 '''t i- l i ... ., _. .•: a .-' - W34\ y. .....:.:.... 35 NDERG 1 - �- - 7 a' a' i� 1 FIELD OND S - - - I 1 - M T t ' f I ss a 1 IL i l - - T A R I 2 - - 37 O1'- 1 39 POND i 5 27 4 - 9 iii' •. 5 f - 8' _ 8 40 _ \ 1 1 - 26 - f 4 5 l I ! 2 3 \ 42 \ ``` �� 8 20[71 - 24 0 4 O71 F7 F 2 5 q3 O 1Q s �171 ❑ 171 ❑ I 3 OUMOT E 6 1 ❑_ — M � M � 5 4 7 8 \ \\ O \/ 71 5 6 7 n 9 sb� 3 2 3 ❑❑D I 6 16 z, x? 4 8 a 8 II I I 20 I 87 15 20 TR ,❑� fs/ 4 5 6 F,31�� 12 1z 5 �2 11 OUMOT B 9 91 I jP s t2 1 ! n 13 18 13 x I6 15 >4 8 \ >n 7 ❑ 3 I I 10 � Vat- �mhm INEC lalS. OUMOT C 15 4 3 2 1 19 I 7-T T7 -7- __T__ / \ Westwood I I hereby certify that this plan was prepared me or under my direct supervision and that i eat a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 Westwoodps.com Westwood Professional Services, Inc. Francis D. Hagen II, PE Dates 02/05/17 Lice,ge No. 17716 0_� Revlaions: 12/13/16 Revised Wetland Delineation 02/05/17 CITY COMMENTS _ 03/10/17 CITY COMMENTS 04/14/17 Client Revisions Ir � Call 48 Hours before digging: 811 or ca11811.com Common Ground Alliance Phasing Plan Lot Breakdown PHASE VILLAS 50' LOT 65' LOT 70' LOT 85' LOT Phase 1 25 0 15 0 35 Phase 2 21 0 19 0 20 Phase 3 0 0 0 31 28 Phase 4 23 0 0 31 0 Phase 5 14 51 0 0 0 TOTAL 83 51 34 62 83 1/il y NOT FOR CONSTRUCTION Designed: FDH II Prepared for: Checked: FDH II Drawn: DWR Record Drawing bTdate: OP5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 Adelaide Landing Av 0 200' 400' 600' Date: 11/29/16 sheet: 8 of 27 0008463PHSOl .dw Phasing Plan ILLUSTRATIVE NEIGHBORHOOD PLAN \V"' L��1LJ - -' sy .L�4LLL�J-J 3. P.: ,, .t' -i•�.. - '.��_✓J .: /.. \\ �,`;-.o - i.' I��`\tr, �}P'�KT� y t -.- �f i�,:\� tt, it\�'�s5�.',s.,�'j• -,5: •'+i:�'•r..'�.'.•,.g,,i,ti+D�.'a\ '{� ,'h t• ,>-. - .,a '.-'ii4:•`.t,,-' _#. t-,;�,ti:,b�t:t..,;�'y ��n}t .t,qq\�v \�,t`,�b'Xkr ',.,, .- ,_.�`�. j+;:�, {�• `r .ti -,- �r'`l" � a`e,P.}.tl, .•eti.. e.. ., !r` . �'': ^.�• ,i�t .�1iV• x `. i• .1. ,. , -1��'-j`"�_ •} �,{�`$.11,1•. -_ _r"��'�•�E,.f.,.i t�. (�•�;��!-:,.�. .�.'– ti ,., .'' 'nL°. .a.r �>��, /��„-;:��It �. F i�•t .- n•�`4 �,..,1=��;:.,. _-;• ,r� ,�'-., ;c+\,,�.g�fi�,/��7 ra,�; . ��f_�,� �ty.5Y`!,:', ,3 .LL':,�.e�/'414• \/ ; r•a r/�",����'✓r -i.'r•.;- a� tr•_ ,/ /.-'// 7/',"� /Yt•,,.,./,ni /� } /�� ' ,.'/s' - .► t y ��*�,C;i)t �`;�-, ♦,iII II . `\ * \ e/ � `�_r�,^ I�III :' -�III II -� .-. - __,,,�:+. yt, -, ,I ►� , �— i\— - .— P, s— — a i _ Lr— - % -II -:. ► �_ _-� r -I/� - �t_*-. �!'�I ��/ / ! :11 !,', ,1, ', c' ISI I � Is F�\ �l\�I SY\ I 1, f: *ys3_ . ,:r,rr_ , o� rriIxIII _r �1 \—*.;►�•r\,�•IIj• � II�I: r �rII -t --- - _–__R- _ '--►1I � , "III - �' .�-II'_-',I—� �j-,• - - ,• .% -1LI. I - � \ II �(��• , ,p_ ,1i . -.".��C'+.�'� �'�' : a, II -� e .I Ir a //` tI;I. �°� // // ^ �yII I /. a//;�L/i/ . v,,/t: h� /r1�'r. ► / ",i •/ l�o�.-III �-' ``�''�s' /\®-' .� � / � j.� ./. 4r"/.CY'-_,,.��. . =,y:�,i•."';/ ,! �.F r� �/ '/-� • IXr- i\ /,\ \�- � ��.. \ �–/.w y.\�� �am–n,.•_� .-/�.1 . i��►ii.��I \ � ;ce, /--I ��\=. /%'� PROJECT DATA r'' took `•– '`,�Ci �–� - II I . A- '\ _lII .,�,4' •II ' ,,- ,�..>.',�'f_!•t;'I�t"i, � '-"a-f• Gr oss Si/ te A r ea : 216.6 a c Collector Road ROW. 8.1 ac Jr- Ll1 30th Street: 4.7 ac. At Exsts Wetland 5 ac Floodzone( 100 yr): 4.6 c ---------- (beyond wetland limits) ]kNet Developable Are 14 ac SacPark O e 111.0 ac (includes ponds, parks, wetlands, wet buffers, road buffers, woods, e tc .) Wetland Proposed Homes 319 lots 45/& 55Villa Homes. 83 lots r–.---------�50 Single Family Lots: 51 lots n a Family vLo65 Si t 34 lots 70 Single FamilyLots: 61 lots -- ----------- ------- S•ngle Family L - o s• Lo ts Includes 7 future lots b othersPreserved Ispen rove Overall Gross Density: 1.5 un/ac ANK L 319 units/ 1975 ac kkJ V_I Overall Net Density: 2.2 un/ac 319units/ 146.2 ac Aerial photography from State of Minnesota; ,:�_ , -..'.e %• : _e�. -f . - .!A'r.. y . 1 - - .1+;,ma�y'l Il ,�1\ i \/, . �,. / \ •. — • • •� -• • -- • _•-___/-�`– / - �..A\– a -/ -A ®/- \\� I L–\ --\ –\–i/ C \\ i',; :. �n ��' _ A _� _'� --C \� —\\\_�\_' ,_/ _ I \ I ------ - •' k%� •'. ..n, "... • •# , •: .i- •' . - ``Ui:;,�. :/ � + y � �-' ,;;wa�r�,. > ��-�s• . '•+�e,, , -ir'��, te�': ,:ti'#r�. - is >,e•-� c:':t>om,'� � ,�•� ,�iYii`1;k,,►�4'r'�..".r=-., n4z..t* �i,.�.,fr,F:v�..jY '"sayem+.'.S III ` •.'� :.D.�:;:d'�f�}!�ti•'� r -r '��,-h4 ,r S'r Topography p�o r�aph Yfrom 'oj m S tat_eh LID+ AR y •• -` –_ "d•yt+�"v�- WONN -Ar-11 i �rr..�,•�(i� _'r,�Vy,+`rln–-- w . II I II II � f�!°► �+7►`–r. 's–Py–. ---t– --- , r _______________ - -- - - - -- - - — -- s __ tea. ►w F L :/ • I II _ 111 1I e JI – - Wa i' •� _ •>"� ,'• � , I _ - III 1 � , I � // `�� I �\:: II \ II II I ` ll - s JL J 1 I i e F7, J \ t I J �•, l � rk�r�•r.�TF_ – i - - I I 1 \\ i \\ I I \\ II �/\ � �^ �� � /� ` s � _ _ – I -- `� I I �\ I il I ----- i' s S.14 I \ \ L -I r s • • ..r \� r 6 \ - � s / u Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. EXCELSIOR ❖ The Excelsior Group 03-09-2017 0008463 I�1 N �� •14W -J L -J L -__IL-- I I 1 /--L---- _------ 10 -__ I I II � •• \��•� I( rill- I IMI jl_q j f1\\\ ►0� ��� ►®4' •0 •mat ��b ��d4 a► i t► '•1,,. � Gid'—►s1�✓ ���, ► s ►�:� IMg I►te ®7/r 1� - t: , I Future Lo,.m• ^ i��'1 .r► o '� \ .g lw � ■ I ..`� 1 � ��'' OUTLOT B �.1d �� Gtr \_i� ■ �� �Cr �. � 1� 00►h 'r '7► . _ �®�� R S " � •'` I "'� n° ►+.+ p 11 it^ ��► � Mpg I�•e ►�� �•�w� � I , .�1 � k� � �,�,�.:•.:. ` .N�. ' . '} . OUTLOT J :i Ze �` °''•',; ■ ■ ■ -�" ;►"±�" Existing Landscape Buffer.., Wetland a•� ►� d® '�,,4 -��. O!� �1 � ��`��•4'"va ►�`.'-a6v��''� A S��`�w:�-9j�'.affivvn9�°�•i` it; III OWN ent -'< 1. ADEI,AIDE LANDING HUGO, MN AIL +rK.' , ,i�..43KK > � ,•^"'••rte'.., •1RI�••ir" � �4r ------------- %K' --- -------- R I Mill Ak 0' 200' 400' 600' <I V ILLUSTRATIVE CROSS SECTION Existing Home 134th St. N. 1 .� 9�Elev 937+/- �� Flov 6i �/- r 1 Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. Basement Elev 932.5 +/- (estimated) EXCELSIOR ❖ The Excelsior Group 03-21-2017 0008463 Rear Yard 800'+/- Existing 00'+,_ J 9+ i N 0 a Supplemental J ' Buffer Plantings F (see plans) Emergency Overflow Level = Elev 928.7 Overflow to Ditch ev931+i 100 yr High Water Level = Elev 928.5 -----_- -------- ------------------- -- ---- ------------- --- ------------------------------- ----- ---------------------- ------------------------------------ 15' Pond Normal Water Level = Elev 928.0 (Groundwater Elevation) 15' wet. Buffer (typ.) pond Buffer (typ.) ADEI,AIDE LANDING HuOO, MN Park Trail Corridor & i Landscape Buffer o Plantings a Existing Wetland Ditch 8'Trail Rear Yard Elev 931.5 Proposed Single Family --- -- -- ------ ome Public Street Elev 940 +/- 0' 30' 60' 90' c2016 Westwood Professional Services, Inc. for • mi Plt, Gradi ang, and Landscape for Streets, Utilities, Ade40 laide Landing Hugo, MN Prepared for: OP5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 Contact: Deb Ridgeway Phone: 952-525-3223 Prepared by: Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. Project number: 0008463.00 Contact: Cory Meyer, ASLA Vicinity Map z W La w EUU ¢ 142nd ST N 142nd> Q / U a ST. N, w ca 3 z z 141st ST. a o w w r > ¢ > v1 ¢ J ¢ 01 L� 141st ST.ST z A LLJ C) z W ca _N I�9Y z �~v FCC w l�q q` I > 138th �> c 38�h s �F d sT, L 137th Zj S ST, N �4 z Q w w O ¢ 135th ST 71 U � ���' LJ Q � � P�- �C Of G� CS ❑ LL 132nd ST, Cz GREYSTONE AVE z Z 129th �> z zST, Q N �P W W ���� > FONDAN T11,\SITE 128th ST. N. J z 128th ST. J ¢ ¢ a S ST. W 126th w U � o N. z J 61 > GALLIVA ¢ CT. N. 125th ST. N. ¢ z a o � z D 1�4 th Q 9 (Not to Scale NO. DATE INDEX Sheet Number Sheet Title 12/13/16 1 Cover 2 2 Existing Conditions ALL 3 Overall Preliminary Plat CITY COMMENTS 4 Preliminary Plat 5 Preliminary Plat 6 Preliminary Plat 7 Preliminary Plat 8 Phasing Plan 9 Overall Preliminary Grading, Drainage and Erosion Control Plan 10 Preliminary Grading, Drainage and Erosion Control Plan 11 Preliminary Grading, Drainage and Erosion Control Plan 12 Preliminary Grading Drainage and Erosion Control Plan 13 Preliminary Grading Drainage and Erosion Control Plan 14 Overall Preliminary Utility Plan 15 Preliminary Utility Plan 16 Preliminary Utility Plan 17 Preliminary Utility Plan 18 Preliminary Utility Plan 19 Street Profiles 20 Street Profiles 21 Street Profiles 22 Overall Preliminary Landscape Plan 23 Preliminary Landscape Plan 24 Preliminary Landscape Plan 25 Preliminary Landscape Plan 26 Preliminary Landscape Plan 27 Details Vicinity Map z W La w EUU ¢ 142nd ST N 142nd> Q / U a ST. N, w ca 3 z z 141st ST. a o w w r > ¢ > v1 ¢ J ¢ 01 L� 141st ST.ST z A LLJ C) z W ca _N I�9Y z �~v FCC w l�q q` I > 138th �> c 38�h s �F d sT, L 137th Zj S ST, N �4 z Q w w O ¢ 135th ST 71 U � ���' LJ Q � � P�- �C Of G� CS ❑ LL 132nd ST, Cz GREYSTONE AVE z Z 129th �> z zST, Q N �P W W ���� > FONDAN T11,\SITE 128th ST. N. J z 128th ST. J ¢ ¢ a S ST. W 126th w U � o N. z J 61 > GALLIVA ¢ CT. N. 125th ST. N. ¢ z a o � z D 1�4 th Q 9 (Not to Scale NO. DATE REVISION SHEETS 1 12/13/16 REVISED WETLAND DELINEATION ALL 2 02/05/17 CITY COMMENTS ALL 3 03/10/17 CITY COMMENTS ALL NOT FOR CONSTRUCTION Preliminary Plans for Plat, Grading, Streets, Utilities, and Landscape for Adelaide Landing Hugo, MN Date: 11/29/16 Sheet: 1 of 27 0008463CVP01.dwg� © 2016 Westwood Professional Services, Inc. L jl I I ISO 1 F 4 I� Mlq 936 _ e QF I ,rn�;j`'d D d� // VV IVI VL_ V IL_ 0 V �v� CCCC���J 936I. _ I L t J \ (moo �� ' o - 8936)0 cv -�`� � C ) ����� / 1 936 934 1, rz ; ,r"' Property Description: °P DN P I�ITS-�\ �,%._/ /'�` p The Southeast Quarter of the Northwest Quarter of Section 29, Township 31, Range 21, Washington e d Mow PATH �\ ` County, Minnesota. I ' T 936 sB #1 Q 9 ��// . ;�� A r 1y 0 �T� Y O AND C -Aa 01 nn o Q 936 cam° 6 l ;.< ~.: 9� l ` 4 The Northeast Quarter of the Southwest Quarter of Section 29, Township 31, Range 21, Washington ( y�°� `: / \D ^ (• o County, Minnesota. �`-MOW INE g'�A 1934 AND All that part of the South one–half of the Southwest Quarter of Section 29, Township 31, Range 21, 932J \J .•;.: 1/' Washington County, Minnesota, described as follows: 9 r M) 100 YEAR-� F// Jly I 34 FLOODPLAIIVL �,i Fy ��- v Commencing at the southwest corner of said Section 29• thence East aloe the South line of said 9 � 9 C. j -) Section 29, 932.3 feet; thence North at right angles 33 feet to the point of beginning of the thence North 208.73 feet to an iron stake; thence East at sees description of the land hereby conveyed, I J 932 3I - .,� 1� / 4 right angles 208.73 feet; thence South at right angles 208.73 feet to a point 33 feet North of the 9 South line of said Section 29; thence West at right angles 208.73 feet to the point of beginning. v a 4 —930/ AND A 05 v. '� / ��� 930 The Southwest Quarter of the Southeast Quarter of Section 29, Township 31, Range 21, Washington / - ° y Count Minnesota. L WETLAND KES 2 ✓ ., y/. 'ice- {I `^ Dt I I j ',KES \ \ AND The South one–half of the Southwest Quarter of Section 29, Township 31, Range 21, Washington County, Minnesota, EXCEPT that part thereof described as follows: s04 �f Commencing at the southwest corner of said Section 29; thence East along the South line of said I Section 29, 932.3 feet; thence North at right angles 33 feet to the point of beginning of the I — description of the land hereby conveyed; thence North 208.73 feet to an iron stake; thence East at MOWLI I �,f F \\ right angles 208.73 feet; thence South at right angles 208.73 feet to a point 33 feet North of the I Irn.';'`:: �� South line of said Section 29; thence West at right angles 208.73 feet to the point of beginning, ell I i / I^� 0 containing approximately one (1) acre more or less; and EXCEPT that part thereof described as I 9341 o Q � 1 -BIRD HOUSE TOWERS f follows: All that part of the Southwest Quarter of the Southwest Quarter of said Section 29, lying 1 ail,westerly of Highway No. 61. 4,345 SB`v� AND 8�� 93 The West Half of the Southeast Quarter of the Southeast Quarter of Section 29, Township 31, Range o r P 9 21, Washington County, Minnesota. Ce ' 0- / Y_ �' eQ �I • -.. .i i / 1� 1 *E7LAND KES .. I /SCP° I \r p O ) r` .:, rn se a� A l � ,� AI LD 1M J� 932 J O« Kali, � /932 � ` se0 15 r ✓ W D a � o s cg319C, 3 " ' �` l 932 U �� � Q � � /- n F �'^�� l r- \ 5� --GAS LINE-, A I r Q �2 v U1 g- ini �°' i l r 934 N �V 7 L-_ c,4 \se's \ / / t n �- F > O O\ °� 0� o �5 00 1p", 121 Z D 3� %` Q� � Q �lb C93 -FARMSTEAD S6 #20 _ -� aS� O m ° Q rn �\ 93 �' , '�.� I 70- 3"6 r' �� 93934 SB /17D0 0� \ \ \ �� AS TRAVELED CENTERLINE- - �� I \-_F SL D 0 93\ \ 11. 0�--- -GR DRIVE o 4� - 10 Call 48 Hours before digging: 811 or call811.com Common Ground Alliance Lezend 0 BUSH/SHRUB ST STORM MANHOLE CONIFEROUS TREE Q TELEPHONE BOX DECIDUOUS TREE TELEPHONE MANHOLE WETLAND ® TRAFFIC CONTROL BOX ® STEEL/WOOD POST HH HAND HOLE -� SIGN-TRAFFIC/OTHER TRAFFIC LIGHT -o-o- SIGN- TRAFFIC/0 THER Da GA TE VAL VE FMAIL1 MAIL BOX HYDRANT HANDICAPPED STALL WATER METER O PERC TEST ❑s CURB STOP BOX Mw MONI TORING WELL WA TER MANHOLE Tv CABLE TV BOXw0 WELL GAS METER —CTV— CABLE TV STREET LITE —GAS— GAS LINE GUY WIRE POH POWER OVERHEAD I -0j POWER POLE —PUG— POWER UNDERGROUND ❑E ELECTRIC BOX —FOP— FIBER OPTIC ELECTRIC METER —SAN— SANITARY SEWER ELECTRIC MANHOLE —STO— STORM SEWER ® ELECTRIC TOWER —TOH— TELEPHONE OVERHEAD SANITARY MANHOLE —TUG— TELEPHONE UNDERGROUND co SEWER CLEANOUT —WA T— WATERMAIN ® BEEHIVE CATCH BASIN x FENCE LINE ® CATCH BASIN- DECIDUOUS TREE LINE ® FLARED END SECTION CURB & GUTTER ® CUL VERT BITUMINOUS SURFACE Q SOIL BORING CONCRETE SURFACE .� • Denotes Iron Monument Found 0 Denotes Cast Iron Monument Adelaide Landing NOT FOR CONSTRUCTION Date. 11/29/16 Existing Conditions sheet: 2 of 27 0008463EXPOI.dw co 94 sf \\ \\� \ a5 \ j / 5 11,396 sf \\ d 20J / i 144 sf \ \\�\ 8 i 1 6,242 sf �Q �L — 7,549 s — l— — =737 sf — 'Coo � i � \ \ \ \ � v 1 2 \ 6- / �0 3 \ � 13,423 sf / 8,9b3,s I sf hl I h I I a �1 45 45 L -----J L— 59os —J JL� I—� F_� I--1 116 ��1 I I �\ �� — —138 — — 1 I I I I. \ Op // 14,491 sf // s ' �r pro \ \ — _ ^ I I I I I I 18' IR I I I I I 65 /2 $, I� �I I 1 I I N I I I I Ii � 65.00 — 8 0 1 ' 9 8 \ 18,758 sf I \ Ja 7 175 f d 7 425 I 1 1 1 " I I L -----J 11,047 sr I L — 590 sf — N I o I 14,137 sf 18,971 sf �I I I II I 2,319 sf S\ 1 2, 924 I WETLAND FILL 1L8,700 65 0o . 650o - ° nn4/ 18 13 ^'9 \ / / 5_9155 V \ / 0 77 12,652 sf 73,498 sf � I 10 > \ \ \ I I 2,J97 \ �8� \ \� 86 135 70 13 5 5 5 64 110 65 65 16 83 / / 6�g0 e� / 7 3 �-5' SIDEWALK �Im~ — — — — % 15,826s — 54 3 65 65 65 56 i s rb \ 65.00 65.00 65.35 / 12 6� \ / 85 63 I I I I 5 \ 10,923 s / \ eDe -- O TLOT i � 1 / \ � \ \ �/ 1 2 3 4 3\ POND ��14 / 1 / / 1 / / 11 `� / / 10 ' / / 9h� / 8 ' / / / 5y� / 45 3e 2 ` 8,450 sf I 8.450 sf I 8.450 sf I 9.745 sf III 11.342 sf \ \ , / \ \ \ \ ry N 7 3,227 sf \ // l 13,5 sf o o q�, / / o / / / o \ /9 \ s —8' TRAIL POND i OUTLOT C � / / / / ��/ / / / �/ / �/ r / / � �, / �� / �•/ I I I I I I I I I \ Z \ 6� \ >> � I II / OUTLOT H 3 / I39 53 53 53 53 53 69 52 52 52 L52 J L52 J L52 J L52 L 65 J L 65 J L 65 J L 87 72 J'b"' 6p" sf \\ I I \ 913 ) I 1162 S7REE (IGHT _ \ _ 8' TRAIL \ I TI R WO 755 \ \ 462 b I __T -I- T_ 11 1 n - ----------- I - ------------------ ----------- I Call 48 Hours before digging: 811 or call811.com Common Ground Alliance Side -Load Villa Lot Detail (No Scale) Drain, Utility Si Driveway - — --// STREET Front -Load Villa Lot Detail (No Scale) Drainage & Utility Easement Setback Line Lot Dimension Lot Number - Lot Area -Front Loaded Garage 1 415 I 4P — — - Driveway NO TE STREET Lot width varies from 45' for 2 car garage to 55' for J stall options. Adelaide L_ 0 !1 0' 100' 200' 300' NOT FOR CONSTRUCTION Date: 11/29/16 sheet: 6 of 27 0008463PPP04.dw Westwood I hereby certify that this plan was prepared se me or under my direct supervision and that i a dint licensed PROFESSIONAL Prepared for: f t under the laws of the State of Minnesota 12/13/16 Revised Wetland Delineation 02/05/17 CITY COMMENTS��'O CWM P 5de A 1 1 a de LL Cy LandingSURVHYOR Preliminar Plat Phone (952) 937-5150 7699 Anagram Drive 03/10/17 CITY COMMENTS Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Craig W. Morse Drawn: SR5 1660 Highway 100 South, Suite 400 Westwood Professional Services, Inc. 02/05/17 23021 Record Drawing by/'date St. Louis Park, MN 55416 Hugo, MN L > License Na - // 8,450 sf 34�1,1_ 2,901 sf o � � h R y \ / 10 70 Ile _85- II r_55- II r_ 85- II r_55- II r_ 85- 1 _83 85.00 7 8 10 M I 11 I� �I 12 W 72,508 sf 0008463PPP05.dw 77,050 sf Ifi M 71,050 sf Ifi M 11,050 sf Ifi M 11,050 sf IT 77,050 sf 7 fil O 5de A 1 1 a de i LandingSURVHYOR Plat Phone (952) 937-5150 7699 Anagram Drive 03/10/17 CITY COMMENTS Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoocips.cotn Craig W. Morse 11,27, Highway 100 South, Suite sf 85.00 1 1 85.00 1 1 85.00 1 1 85.00 1 1 85.00 I I I 52 85 85 85 85 85 43 46 r 1 I 11,327 sf I 'I 'I I I I I 85.00 - I w V I 85.00 85.00 w I I I I 8 00 - 85.00 w 15 1 1 1 85.14 85.00 85.00- - 85 85 40 46 \ , 9 g / °j 72,346 sf 85.00 0 11,050 sf 4 I 13 �I 14 11 850 11,326 sf g5.00 X32 67 - �- \ ✓ u --159- -- 3101 1 �a I-3- - 9g\ \ �� h 15,439 sf Iq m 11,340 sf L 0� \s _ I �� 7 \i �1 / s � , _ - ,9-- � I I I I II II 6 I I // \\ �- -----J 0 1 12, 757 sf \ / / 8s \ STREETLIGHT olw r \ o to I d I I 5 I 14,229 sf- 1 I^ 6/ / 6 g `� \ / sQ % (TYP.) Im - �4'l \� vl N 3 I 1 ,9`0/•0 sF I 11.900 Sf I 11,900 Sf \�� \ // / 2 \,� 2 49 - 85 - - 105 _ _ 105 _ _ (f� 104 I 1 57 sf A �� rnl 1 � 20,197 s I I I I I I II p \ \ �\ I a -I � r of I I EXIS H TO REM It v \ w 13,509 sf \/6� \s.�o1`,/ �\h• 13,11�IIp N f 1 128i47/2f1� 85.32 I I 85.00 ,105.00 I r I 105.00 85.00 �105.88 I )L -(FUTURE 0 EO'ME �15,265 15,265 sf 3 L580 sf i 8' TRAIL 5,965 sf 0sI I 74,08 f 11, 99 sf I f 11,900 sf 14 700 sf 14,899 sf --1,-67540� - s- f1s,14 15 6 -�JII1 a I R W 5 410 sf � - - 1 I / \ 102 85 705 705 85 179 B 8 � m 1 II 1 - - � -1-3 -ll OUTLOT p ^I 72,889 sf h NL -1.3Fr - � \ - - - - - - - 1 - _ FUTURE 67,140 sf ° - / _ r - - 13,047 sf - 1 - 4 1Z 77 r- 85 r-85 --1 117 F_ I I I-� NI -- J -.13 R45 /� / I a h POND L -149- R W I I 12,652 sf 1 14,491 sf / S7 00 \ Rs\ / s I I I I I I I o0 12 pl o I - - - - l ° 71,773 sf I r - - /e op I I^ I �I 17,900 s I mI 1169 sf� I X56- I 1 0 ��/ I I co 1 7 1 \, 1�I L-11,612 sf 6p4 \ ) L - 8r 57 rn "II ---1-1,914- sf 17,776 J 73,498 sf 85.00 I I I I I7 N -STREETLIGHT 10 1I 11,900 sf 17,900 sf J 511, 10 (TYP.) 1 75,527 s L 2,397 sf 745 377 J 2,924 sr% III N 140 o° I 17 \ L TLOT 504 774 39- - 96 J 0 w� � J 85.00 85.00 9 I I I / 5f L ---J L- -J L ---J L--� l" 11 U 53 8 85 54 / a1W 13,864 sf h 1� \�� O 95 ��' \� 16,543 sf h \ -STREETLIGHT (Ty TYP.) 3 �'� �nm j / y \ \ J L - - -1-45- - - 12� 4g1 .� `...:.: ... ,. ,-..P QND 2 .. - S --/ 13,197 sf gs X79 45 868 \\ /I 2Z3 96 s 6 \ WETLAND FILL-/ _ 79 85 - - 85 - 28 - \ g Q TL'jeI ;.9'3C}.0 . : . s s::- s .� .: � ... ..:. .: :� : .raw -�a:�' . . \ / 85.6 :. �J:93 • � � \ 3 85.00 85.00 85.00 85.00 14,549 sf / \ / O OT � / 73,197 sf l .- - \ / / 5 6 1 9 I 8 I .f I II I 7 9 POND 1 3227 sf \ \ POND �/ 13,201 sf 14,339 sf 1 72,014 sf 11,900 sf 11,900 sf : ! :.:. [�' :_. .. �h �� 272, 6&3 sfi t . III \ / :.:. .:.: �. • / - . . .. : - . .:...-.: � . 100 .YEdR. FLCSOD�1,AIN=' _ / / \ / / 3 P s POND J J ;. _ �J nao o, \ -WAT-_,J� _W� � vs / c / G9s ' Call 48 Hours before digging: 811 or call811.com Common Ground Alliance P POH L_ W !I 0' 100' 200' 300' NOT FOR CONSTRUCTION Date: 11/29/16 sheet: 7 of 27 Adelaide 0008463PPP05.dw Westwood I hereby certify that this plan was prepared se me or under myRevIsions: direct supervision and that i a dint licensed PROFESSIONAL �' CWM Prepared for: f t under the laws of the State of Minnesota 12/13/16 Revised Wetland DelineationP 02/05/17 CITY COMMENTS O 5de A 1 1 a de LLPreliminar Cy LandingSURVHYOR Plat Phone (952) 937-5150 7699 Anagram Drive 03/10/17 CITY COMMENTS Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoocips.cotn Craig W. Morse Drawn: SRS 1660 Highway 100 South, Suite 400 Westwood Professional Services, Inc. L Date 02/05/17 License No. 23021 Record Draw�tg by�date: St. Louis Park, MN 55416 Hugo, MN © 2016 Westwood Professional Services, Inc. I I �FTT1I -I ,._. of / / \ PONDS \ OT A1:37TH-7S-TfiiEET N. 111RIZEET //7 \ / w1 t� POND- El] OND 0 Ll 8 : — 0 s 7 3 I 3 11 � � — 1 5 0 5 / J 7 s 7 8 I TIS 9 �- to I T �j �D _ \14 O � ' '2 r o >� Xx 1 >4 8 15 1r - OUMOT C�5 7E -1 F T7' P N 2 T T I20 L I - -- 4 — _ I 5 �\ I , 4 I I POND e D I I l D 5 POND '> 7 D 8 1 ♦ J ❑ X� ❑ T IMP OUMOT 1216 1 l' 8 n :a D r TRAILJ r;I - - Ie - F I // Y' POND 1`•k '. ..y2 . 2 .S D19 - \ rye �.'_,.:'-`t'••".. '•+'4 •�`^,',•R �' . - LV 1 O 8 i_ •S. .F, 22 2 b • �i �• A:. 1 PARK - \ 23 t -_ Y / 6 0 - - \ - TH RS -_ PHASE 1 GRADING LIMITS O r ' _ - 1 b 6 J O .- l L L >2z H - l XI T N .- _ ..- ._... OVERHE D .... ... ... { ill _(( � Y} } :.. ... POWER .. - HrL , .�.. Y ... ,.. �- T EASEMEIN' ra PROPOSED - r. _... i..,.._.....a ,_._... ,... ROW 32 X- > ..h.i .`r 1` V/ I / _ SOCCER :.} „ % Y• a 30 NDERGR D r '• '•- .{ FIELD OND I i � /Q \. S- - - ss a T= M � 1 I • TRAIL s : 30 29 V- 29 2 2 _4 E� POND . ,:...._.._ . .. >--: , ::.,..... 4 I 9 r. � 27 5 1 8' I 40 _ 2 i - 17 26 - 4 5 2' 2 s \ 42 \•'' —'- `-''� a 20 I 0 4 \ 24 \ 15 5 43 \ \ '/Q g � ❑ 14 M— 4 10 � [71 M ❑ D \ 4 ` 7 \ \ /\ Q tt) I � l 22 5 � 8 � \ \ � 4 5 6 7 i n 9 sb� 3 / 72� s ❑❑D 5 B � 4 /\ 8 �\ 8 1 21 /\<\D� \ f D�\o / 1J / /� r—� r—� ��1 I .1 Call 48 Hours before digging: 811 or ca11811.com Common Ground Alliance Phasing Plan Lot Breakdown PHASE VILLAS 50' LOT 65' LOT 70' LOT 85' LOT Phase 1 25 0 0 0 35 Phase 2 5 0 34 0 20 Phase 3 23 0 0 31 11 Phase 4 16 0 0 30 17 Phase 5 14 51 0 0 0 TOTAL 83 51 34 61 83 NOT FOR CONSTRUCTION Adelaide 0 200' 400' 600' Date: 11/29/16 sheet: 8 of 27 0008463PHSOl .dw Westwood I hereby certify that this plan was prepared se me or under AL direct supervision and that i a duly licensed PROFESSIONAL Prepared for: �' MH II t under the laws of the State of Minnesota 12/13/16 Revised wetland Delineation 02/05/17 CITY COMMENTSlam: �H IIO 5de P A 1 1 de LL Cg LandingENGIlVHER Phasln Plan Phone (952) 937-5150 7699 Anagram Drive 03/10/17 CITY COMMENTS a Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Francis D. Hagen II, PEg Drawn DWR 1660 Highway 100 South, Suite Y 400 Westwood Professional Services, Inc. 02/05/17 17716 Record orawft by�datc St. Louis Park, MN 55416 Hugo, MN o Licese No. D ©2016 Westwood Professional Services, Inc. IJ i I"� I('L F;V4L f / � I o , 1 � , ' I D � • e 4 A � � f I , o 936 I IIll���!' RIVER m--- 1 AIffffff- f 5 M MOW OUTLET �•r!r < : • will - - I' I f3 • � .• • • •• it1 a IFAAW • • • III, � • � � � IIII � %// • �i�� � r • • 1, ��� �ti�/ I II I ,I d f Illlo 31 I,II I + • WIT �I / , ` Illi �_ • �- III ,iil�llllll • VIII IIII �. / ` •� • ■ � l��•v, • I I„III„o , � . ”` ./�.•��, •�. �,• 114 I � 1 \ ,J { MIAMI Ip,p ////////n/{/``//,/ ��� • rill � � . .; /1111 \viii :: �.�»>`i�����iiiwi��«��� - . , . _ ®- - -—.;�I:•�1.��r.,, _ pll 111�� ♦ I III° �I /�/I, r '� • Iuj01 � 11�IU �,,;unW ,�� �j • �� ��� UY. I/�►\ � W • • � \ � �)�� Illy � � � �I`��i � �'/ `�� �� �'�.,oi!� ;�,-a' ♦ i- ��� 1' � . ��. � � �. :. J �,: ��►� ' �►� �- � + �,., - yam. � � , .. � ,���1, /► �r.� J � t -'�� �:. SLB `��--'`•�, �, ��• �� ,�! •; 1 -in 11111 1111111�1*04 red • � ���II IAfl�s;,l •k �►� -r (. • ill �-.,,,, �.:r �� ►_� ' _ • ���% �� � ��,�r 1„ . • • •11W,y.�� ,�. �� ��� 11! L_,_I • • R �Itr /• Cyt• ', /r NL4 W: ZA 91K3 WHA �G film ..ice or under my Revision& WestwoodPROFESSIONAL nN:u' under the laws of the State of Minnesota. 12/13/16 ' 02/05/17 CITY Phone (952) 937-5150 7699 Anagram Drive 03/10/17 CITY COMMENTS Fax (952) 937-5822 Eden Prairie, MIN 55344 Toll Free (888) 937-5150 vvestwoodps.corn Francis D. Hagen H, PE - EROSION CONTROL NOTES: ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN—PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON—SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. GENERAL GRADING & DRAINAGE NOTES: ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD—VERIFY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. ^” %''�! � w► i i�i�� 1 -_—`- • , - —`fir ,� _/n'Y •FOR awl 1 3 r IL 7 ' � ,,`• • eS i ' • 1' � �.� a•'s a Sar• �,'', • � • / � 11 i- � • � �� a 'tet ��.._ ' • I IVI rj 1 •, •,els Y I • • r I , • , Ili �� ��� � • iw I j . � gnu • 1 ��� ��''�`M��i—� 1 _— -..�. • � , • ������u ",�Cnns' �F�M���•I�III��titi�� /I ��-. i I ��� ���e+,v���I �������� ��: - ;�I��—���l��iIIl'I1 �Nll��—,ll�l ►`©—te�t�II��► �� ��. � R� '� I� � IJ����!�J 1115a PMMA .A—S1U � .I � .:� • / 1�� T �� mac;• ��:• •� I � � � • ll ��� r�VARA10 eike <D_ ♦ to i WINNNNt��,� DeSUON : FDH II Prepared for: Checked: FDH 11 OP5 Adelaide LLC Drawn: DWR 1660 Highway 100 South, Suite 400 Record Drawing by datc St. Louis Park, MN 55416 Call 48 Hours before digging: 811 or ca11811.com Common Ground Alliance LEIGRM LOT CORNER ELEVATION 99 LOT NUMBER DRAINAGE ARROW 520.5 FINISH GROUND ELEVATION AT REAR OF PAD LO LO 517.0 ( IF APPLICABLE11 ) 524.0 MINIMUM BASEMENT FLOOR ELEVATION in FRONT GARAGE SLAB ELEVATION M N I.7 04 0 DRIVEWAY LO = GRADED FOR 5.0' DIFFERENCE FROM FINISH GROUND ELEVATION AT REAR OF PAD TO FRONT GARAGE SLAB ELEVATION. WO, SWO = GRADED FOR 8.2' DIFFERENCE FROM FINISH GROUND ELEVATION AT REAR OF PAD TO FRONT GARAGE SLAB ELEVATION. MIO = WALKOUT LO - LOOKOUT R = RAMLER NOTA: SLO = SIDE LOOKOUT THE (1) INDICATES THAT THE GARAGE IS 1 BLOCK OR 0.7 FEET BELOW THE FIRST FLOOR ELEVATION. TYPICAL LOT DENOTES SOIL BORING Duration of DENOTES SILT FENCE DENOTES HEAVY DUTY SILT FENCE _-980-- DENOTES EXISTING CONTOURS X980 - DENOTES PROPOSED CONTOURS []— t>>—r' DENOTES EXISTING STORM SEWER OF— P* -� DENOTES PROPOSED STORM SEWER 0.33 acres DENOTES EXISTING TREE LINE DENOTES APPROXIMATE TREE REMOVAL LIMITS x 856.3 DENOTES EXISTING SPOT ELEVATION (3,006) DENOTES PROPOSED SPOT ELEVATIO 13- Wetland KES 2 DENOTES 810—ROLL EROSION CHECK P DENOTES EMERGENCY OVERFLOW E.O.F. ELEVATION ❑ WETLAND BUFFER MONUMENT P PROPOSED WETLAND FILL LOT CORNER ELEVATION 99 LOT NUMBER DRAINAGE ARROW 520.5 FINISH GROUND ELEVATION AT REAR OF PAD LO LO 517.0 ( IF APPLICABLE11 ) 524.0 MINIMUM BASEMENT FLOOR ELEVATION in FRONT GARAGE SLAB ELEVATION M N I.7 04 0 DRIVEWAY LO = GRADED FOR 5.0' DIFFERENCE FROM FINISH GROUND ELEVATION AT REAR OF PAD TO FRONT GARAGE SLAB ELEVATION. WO, SWO = GRADED FOR 8.2' DIFFERENCE FROM FINISH GROUND ELEVATION AT REAR OF PAD TO FRONT GARAGE SLAB ELEVATION. MIO = WALKOUT LO - LOOKOUT R = RAMLER NOTA: SLO = SIDE LOOKOUT THE (1) INDICATES THAT THE GARAGE IS 1 BLOCK OR 0.7 FEET BELOW THE FIRST FLOOR ELEVATION. TYPICAL LOT Adelaide Landing 0' 200' 400' 600' NOT FOR CONSTRUCTION Date: 11/29/16 sheet: 9 of 27 0008463GDP01.dw Overall Preliminary Grading, Drainage and Erosion Control Plan Duration of Impact Wetland ID Size of Impact Type of Impacl Permanent (P) or Temporary (T) 11 -Wetland KES 2 0.33 acres Fill P (14,371 sf) 12- Wetland KES 2 0.07 acres Fill P (3,006) 13- Wetland KES 2 0.33 Fill P (14,579) 14- Wetland KES 2 0.11 Fill P (4,866 sf) 15- Wetland KES 2 Fill P (3,330505 sf) 16- Wetland KES 2 0.12 Fill P (5,165 sf) 17-KES 3 0.28 Fill P (12,290 sf) Total 1.32 acres (57,582 sf) Adelaide Landing 0' 200' 400' 600' NOT FOR CONSTRUCTION Date: 11/29/16 sheet: 9 of 27 0008463GDP01.dw Overall Preliminary Grading, Drainage and Erosion Control Plan i `.. • . - -w 0 2016 Westwood Professional Services, Inc. ♦ 93, .5 930 I � R h Q � � � ', � ✓ � / g 3g4j.5 Y 3 1 Q� �ll� 5 ` 9335 J 1 _ _ �I _ � � J I I �) WETLAND KES 2 AND KES 2 °' 14 l� I EXIS G FLOODPLAIN o ELE 9 6(TYP) \ \ / '0 a C/ 9�6 Or'�p �P ( W N D K ES 2 fj, g2 `9010 ` ' WIDE POND • i p � � � 92 / / / O♦ � � 922 / 1 0 . / � MAINTENANCE ACCESS(TYP) 9335 i I a I r / JO O� ♦ 9Q2 • I - MM• \ L so G 930.2 �1 �f I - POND 10 -� I I OUTLET EL=928.5 ^ I I IeM i HWL=930.0 / l �y " SAN - I POND BOTTOM=918.5 ��• �,��. S // < G9 s 135TH S i - la /1.30 / _14) 3y? .III � 10 •A � __T_� r C- I _ j ��✓/ 1 0 � N ,` � I `q CY) I i / 0 0 V `JI CQ� / �^� /�5) 933.5 I LP. 1 v I I e') X928 / \ D:I OF L � % �\ 1 1 1 � i I _ \ I 934 I I I� / I r 34 � � � -��, , � I I I `_ � � �\� �3 ` 933.5 1 �� > 932 632 o - - - - - -gyp N -B- t-7- O \ OUTLET EL=928.0 1 ° °3° I \ I I I HWL=928.5 926 / f� \ MM 0 o POND BOTTOM=900.0 6) FT; i iI I I M / I^POND 19D 9OUTLET EL_ 929.5 \ V / / o I { O• / ° �'` / / HWL=930.0 1A�, ' I ( I I I \ ✓ 00 4D / /_ -POND BOTTOM=904.0 \ Q O 9 01l 10 1// a O rn II o �° / / / 1 I 3L W EO.F. ND KES 2 505 WE POND 9 OUTLET EL -927.0 HWL=928.7 / / I ' a 0) / POND BOTTOM 920.0 / p 01 Y, 4OF / lire 3 / L� F o 41 _ / 9 "F_0 011 99R 5 / 99�y9 / A D co 0I J / 970 I \ �'6 ��Aj 910-+ g24 i 920 �1 l4 i / - 00, 928- \ / POND 18 / / OUTLET EL=929.5 o ,- 3 HWL=930.0 / POND BOTTOM=900.0 � I r a POND/WETLAND 22 •( ` 9 II / r /� L J HWL=928.5 N 1 1 WETLAND KES 2 iN / / 00 p • �� ` \ h/ WETLAN / KES W TLAND KES 2 l0, o HWL=93 `C......._:. D ° V \ \ v 1 r (� C� TOM = 918.5 10% , / \ POND 8 �--- :;rb� c l \�� / OUTLET EL=930.0 HWL-932.2 \ o 1 `\I / 9 / POND BOTTOM=922.0 - --��°T7 as.. g2�'-� �- �ia-KN� KES 2 / \ �" 9 \ KES 2-' \\\ sb v'NETL NDs,POND�1 916 / �/ ----� _ 1 _ 1� ° � ` I I � •�►�/ /� i�E•�L-Ai�ll3 � � � o�_� FIL`C=0.08 AC. % \ \ OU�T�LETH E =92 r / // FILL -0.11 AC. - < 9'� , • g2 i �A,O------------- I y ETLIA S 2 Adelaide Westwood I I hereby certify that this plan was prepared se me or under AL I � I I Prepared for: • direct supervision and that IEER a duly licensed PROFESSIONAL �' FM II T andin ENGINunder the laws of the State of Minnesota. 12/13/16 Revised Wetland Delineation • Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. Francis D. Hagen II, PE Date 02/05/17 License No. 17716 02/05/17 CITY COMMENTS 03/10/17 CITY COMMENTS Qw-ked: FDH H Drawn: DWR Record Drawing by/date: OP5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 ,MN Call 48 Hours before digging: 811 or call811.com Common Ground Alliance LOT CORNER ELEVATION 99 LOT NUMBER DRAINAGE ARROW 520.5 FINISH GROUND ELEVATION AT REAR OF PAD `n LD 517.0 ( IF APPLICABLE ) 524.0 MINIMUM BASEMENT FLOOR ELEVATION n FRONT GARAGE SLAB ELEVATION 04 C14 N r7 DRIVEWAY LO = GRADED FOR 5.0' DIFFERENCE FROM FINISH GROUND ELEVATION AT REAR OF PAD TO FRONT GARAGE SLAB ELEVATION. W0, SWO = GRADED FOR 8.2' DIFFERENCE FROM FINISH GROUND ELEVATION AT REAR OF PAD TO FRONT GARAGE SLAB ELEVATION. WO = WALKOUT LO = LOOKOUT R = RAMLER SLO = SIDE LOOKOUT NOTE: THE (1) INDICATES THAT THE GARAGE IS 1 BLOCK OR 0.7 FEET BELOW THE FIRST FLOOR ELEVATION. TYPICAL LOT 0' 100' 200' 300' NOT FOR CONSTRUCTION Date: 11/29/16 Sheet: 11 of 27 0008463GDP03.dw Preliminary Grading, Drainage and Erosion Control Plan DENOTES SOIL BORING DENOTES SILT FENCE DENOTES HEAVY DUTY SILT FENCE -980- DENOTES EXISTING CONTOURS X98()- - DENOTES PROPOSED CONTOURS E�-- Do-{- DENOTES EXISTING STORM SEWER OF- P* DENOTES PROPOSED STORM SEWER DENOTES EXISTING TREE LINE DENOTES APPROXIMATE TREE REMOVAL LIMITS x 856.3 DENOTES EXISTING SPOT ELEVATION DENOTES PROPOSED SPOT ELEVATIO DENOTES BIO -ROLL EROSION CHECK DENOTES EMERGENCY OVERFLOW E.O.F. ELEVATION ❑ WETLAND BUFFER MONUMENT PROPOSED WETLAND FILL LOT CORNER ELEVATION 99 LOT NUMBER DRAINAGE ARROW 520.5 FINISH GROUND ELEVATION AT REAR OF PAD `n LD 517.0 ( IF APPLICABLE ) 524.0 MINIMUM BASEMENT FLOOR ELEVATION n FRONT GARAGE SLAB ELEVATION 04 C14 N r7 DRIVEWAY LO = GRADED FOR 5.0' DIFFERENCE FROM FINISH GROUND ELEVATION AT REAR OF PAD TO FRONT GARAGE SLAB ELEVATION. W0, SWO = GRADED FOR 8.2' DIFFERENCE FROM FINISH GROUND ELEVATION AT REAR OF PAD TO FRONT GARAGE SLAB ELEVATION. WO = WALKOUT LO = LOOKOUT R = RAMLER SLO = SIDE LOOKOUT NOTE: THE (1) INDICATES THAT THE GARAGE IS 1 BLOCK OR 0.7 FEET BELOW THE FIRST FLOOR ELEVATION. TYPICAL LOT 0' 100' 200' 300' NOT FOR CONSTRUCTION Date: 11/29/16 Sheet: 11 of 27 0008463GDP03.dw Preliminary Grading, Drainage and Erosion Control Plan c2016 Westwood Professional Services, Inc. ' _/ r g24 920 920=- I (� O / l o r g� 4 i - �/00, F928- I \' L/ v o Un; d m 1 POND 18 / ✓ /:: - ° I - OUTLET EL=929.5 / � HWL 930 0 `II - ` // I m M< I �� . 0 006, POND BOTTOM=900.0 \ -924 91-� ( ( / // r \ Q1-4 Ns \ N f rn :� Q \ I �gpp_cn I /ar L HWL=928.5\�0� a ` 9 N 00't N 1 �-� -% / J \ 9.3 �� WETLAND KES 2 j e� ` 7 0 / \ (� ,�� \ \ l W TL*D KES 2 A WETLAN KES bar IDE POND S' s` D M T AN CE ♦ ` ` ��'' \ o g •�� I aL,Q CCE / ` EXISTING 'FLOODPLAIN ELEV=928.6(TYP)�'I P OUT L EL= 9'x:8',:.. \ �d w ' HWL=93i':::::::-. D o r // 1 \ - \ I Z P ND TOM -918.5 \sb \ o gi 1 - f POND 8 , �, �� i \ l� : sb / 0`� / c �� �` 1 I OUTLET EL=930.0 HWL=932.2 0 1 II / / g / POND BOTTOM=922.0 - IAn28-x1 - - ----- - - - - - - - � � --- �� - --- - - -924 - �---� �� -�..._j� r 924 0 - ` --- --- 'A /jam .------.. - 928 - -- - =��-------------- rn��0 \ s6� 9 \ '�NETL ND ETLAND KES 2 'S n \ \ �R ` c, v %N� 1 916 IOtJT `� 5 o° ��`1' � II II<:::::::1Ii I°�`�i O//� �i� , \o �\\\ y\ew\ \ \\\9� R.. \ `\P 9d2� '♦ �� 9`Z$5� II� //�Op' �/�,/ / � / / / / � ,-I, �`_- , - \�c�nEW -A�- �-` FILL -0.08 AC. / OU -928: FILL-0.1�1 AC TLE C) LtWL=928. D*T 0 =9W. / %PO D B ------------- . I 930 ` I... w I \ \ 6 / / c l ` / �, 1 / l I 1 WETLAND KES 2 FILL=0.1 AC. Q N ICO I xx A � I o / � 39.87 l I I _ \\ \ � 9% �� Vo [�.,� / / � O I I � � ✓ w �1 I 00 I 42.4 41. I S I g32 1 9.., .38 a o 10- N �) 33. I I\ \ 9 O / 1 �'`� a.Z 934 / O I Q1 934. /ug - I Ii '•A, 141. I \ \\ - \�^\� / 92V WETLAf KE� 2 / o� Z - / 934's c •�s? ss �� -920- , T O' QT� v' ` ,� I / ' p�� \ 9 37 • ai. 33. I a� \ \\ \ .� 7 �. �- 930 _ � 9 / - - 1' r -� _��i g 3 2 \ O i \ �I i \ I W I . I / I39 �1A,� I SGG / � LO I \ \ ? / 9,�•yn� � � 9.j' 93j \ �\ � ^ A \ \ 0.7 �� \ 'cin O I O / / ✓v / I I I - \ / r /�/ 'Q •`S 41. I � ,...' \ LI G I (342-:1 � � I / I 3�• a1• \ / 3 / I `� '� S` � \ 'rj� 34.4 WO .j � \ 934.2 � 93423 g ` � o c� \ \ c�'n�,. ` E.:�: 93S � � � N ^ / / � 01�• G \ / /� � • 4. I f9 �.y^Y 9'S�' 94 \ � 3 Ate \g .:. \ ` � I a M O) wo I \\ \� ss:N s3 / ./ _ 37.92 \ \ /� 42. / ♦O -I / 0 \ \ `�.. J S ? hb fig. / . _` Soc / \ \ \\ / J� f 3 �' \C 7 s6 �/ WETLAND 9 s \ _ �\ •AyOGi \ \ R / A 43. I I� I �7 / 9 40 \� \ / KES 2 M " I .5 Oe A,' \\ 3 R? \ / 35. I / 3y`'•O > CL CL 0.91 // ` \ I N <.DUTLOT / I3157 LP. if; na Iwo 2n now, M11 1� • 93 .00 DENOTES SOIL BORING 9 938.40I 941.9 G G I 941.9 G 1 1 941.9 G H.P. 0 93 (3) 935 R(3) 93 0(3 1 LO(3 EO.F. DENOTES PROPOSED CONTOURS []- t>> --r' 1 EXISTING STORM SEWER OF- ►►---M DENOTES I• I I II DENOTES 938.9 J� II DENOTES APPROXIMATE TREE REMOVAL LIMITS x 856.3 DENOTES EXISTING SPOT ELEVATION 66.30 DENOTES PROPOSED SPOT ELEVATIC DENOTES 810 -ROLL EROSION CHECK DENOTES EMERGENCY OVERFLOW E.O.F. ELEVATION ❑ WETLAND BUFFER MONUMENT PROPOSED WETLAND FILL • r • a �� � �ads - ♦� _ Vlt�s i � .y ♦ . � , -''/ . :moi � if; na Iwo 2n now, M11 1� • 93 .00 DENOTES SOIL BORING 9 938.40I 941.9 G G I 941.9 G 1 1 941.9 G H.P. 0 93 (3) 935 R(3) 93 0(3 1 LO(3 EO.F. DENOTES PROPOSED CONTOURS []- t>> --r' 1 EXISTING STORM SEWER OF- ►►---M DENOTES I• I I II DENOTES 938.9 J� II DENOTES APPROXIMATE TREE REMOVAL LIMITS x 856.3 DENOTES '� \ \ plS � � b� LP. I • 9� 5 3435 � - sals \ \FJ�-L 35.9 LO�� \ \ � n'�� �� • 5.5 I � • �o,`L� � 9� \ °��`L 926 � � Y 1 \ L _ 6 � � _ W I n I 924' 20 `930- I- _ X931 \ - 9 0 4 s I7.5o -932. 932- -- - --- g3 L - . 934- 9 4GL wA------ - ---------- -------------------------� POND 1 1N. _yv '� POH POH POH POH QUrL L= 9 31 .O \ --� 31. -7 - - _ HWL=932.7 \ N N B0 TOM= 18.5 I H - -- - ", -- `POND BOTTOM=9 1. SA \ 8 PVC SAN � \ \ �9s -�-\ \ / SAN \ \ WAT WAT WAT WAT \\\ I � SAN SAN SAN AN � \1 f i I Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoocips.corn Westwood Professional Services, Inc. II 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. Francis D. Hagen II, PE Dates 02/05/17 License No. 17716 Deeilpted: FDH II Prepared for. 12/13/16 Revised Wetland Delineation 02/05/17 CITY COMMENTS Checked: MHII OP5 Adelaide LLC 03/10/17 CITY COMMENTS Drawn: DWR 1660 Highway 100 South, Suite 400 Rema D�`"i"8 by date St. Louis Park, MN 55416 OND 3 UTLET-EL 930. HWL--932.5 0 10 ,JPOND OT =9 0.0 c Adelaide Landing Call 48 Hours before digging: 811 or call811.com Common Ground Alliance LEGRM LOT CORNER ELEVATION N ao � LO 0 99 LOT NUMBER DRAINAGE ARROW 520.5 FINISH GROUND ELEVATION AT REAR OF PAD LOLQ 517.0 ( IF APPLICABLE ) 524.0 MINIMUM BASEMENT FLOOR ELEVATION LO FRONT GARAGE SLAB ELEVATION M 0404 N r7 LO U') DRIVEWAY LO = GRADED FOR 5.0' DIFFERENCE FROM FINISH GROUND ELEVATION AT REAR OF PAD TO FRONT GARAGE SLAB ELEVATION. WO, SWO = GRADED FOR 8.2' DIFFERENCE FROM FINISH GROUND ELEVATION AT REAR OF PAD TO FRONT GARAGE SLAB ELEVATION. WO = WALKOUT LO - LOOKOUT R = RAMLER NOS: SLO = SIDE LOOKOUT THE (1) INDICATES THAT THE GARAGE IS 1 BLOCK OR 0.7 FEET BELOW THE FIRST FLOOR ELEVATION. TYPICAL LOT 0' 100' 200' 300' NOT FOR CONSTRUCTION Date: 11/29/16 sheet: 12 of 27 0008463GDP04.dwa Preliminary Grading Drainage and Erosion Control Plan DENOTES SOIL BORING DENOTES SILT FENCE DENOTES HEAVY DUTY SILT FENCE --980- DENOTES EXISTING CONTOURS X980- - DENOTES PROPOSED CONTOURS []- t>> --r' DENOTES EXISTING STORM SEWER OF- ►►---M DENOTES PROPOSED STORM SEWER DENOTES EXISTING TREE LINE DENOTES APPROXIMATE TREE REMOVAL LIMITS x 856.3 DENOTES EXISTING SPOT ELEVATION 66.30 DENOTES PROPOSED SPOT ELEVATIC DENOTES 810 -ROLL EROSION CHECK DENOTES EMERGENCY OVERFLOW E.O.F. ELEVATION ❑ WETLAND BUFFER MONUMENT PROPOSED WETLAND FILL LOT CORNER ELEVATION N ao � LO 0 99 LOT NUMBER DRAINAGE ARROW 520.5 FINISH GROUND ELEVATION AT REAR OF PAD LOLQ 517.0 ( IF APPLICABLE ) 524.0 MINIMUM BASEMENT FLOOR ELEVATION LO FRONT GARAGE SLAB ELEVATION M 0404 N r7 LO U') DRIVEWAY LO = GRADED FOR 5.0' DIFFERENCE FROM FINISH GROUND ELEVATION AT REAR OF PAD TO FRONT GARAGE SLAB ELEVATION. WO, SWO = GRADED FOR 8.2' DIFFERENCE FROM FINISH GROUND ELEVATION AT REAR OF PAD TO FRONT GARAGE SLAB ELEVATION. WO = WALKOUT LO - LOOKOUT R = RAMLER NOS: SLO = SIDE LOOKOUT THE (1) INDICATES THAT THE GARAGE IS 1 BLOCK OR 0.7 FEET BELOW THE FIRST FLOOR ELEVATION. TYPICAL LOT 0' 100' 200' 300' NOT FOR CONSTRUCTION Date: 11/29/16 sheet: 12 of 27 0008463GDP04.dwa Preliminary Grading Drainage and Erosion Control Plan 0 2016 Westwood Professional Services, Inc. STREET 1 M,IIf MOS 920- 70 . o O .,t .O N �, � di .� .� .r .0D .Lr) .� .pr) .N .pr) .� .pr) .O .O .M .N .� .n .... L.R.'ELEV'.=:939:25 �.rn r�.00 �.� o.� �.d �.� �.� �r.c4 �o.co �o.N l�.tn �.cv N.M in �.O �.� �.� �.d 0�.0 �.� rn.in rn.M rn.N 970 n. O-tM .-;I--n . Orn pM .� �. . . . Orn CV . . . .� �. O-� .� �. M -N .� �. . . . M- * . . . .� �. . . . O-rn . . . .� 60. . . . O CV . . . .� �. . . . 00-N . . . .� �. co-� .� �. co .� �. o0 -CV .� �. . . . 00-N . . . .� 60. . . . Orn -CV . . . .� �. . . . 0.. .� �. O-� .-4 �. O � .� �. M.. .� �. ai-O .� 60. . . . � O . . . .� 60. . . . I� O . . . .� �. . . . �o O . . . .� 60. . . . . . . . A.D.:= -2.51% .. A.D; _ -2.60% PVI ELEV _ 935.50 PVI: ELEV := 938.22 - XD. _ :-1.20% : A.D. = 1.19% PVI STA _: 49+55:00 li- W J......... K- K = 19.93 _ K = 19.26 1.60+88 : A.D..= A.D. - =1.41 . . . . . . ... . . . ... . . . K - 41.59 - K 42.05 PVI ELEV = 939.�F5 M,IIf MOS 920- 70 . o o 110.00. VC .50.00' VC - . . N .50.00' VC . .O . .N T_ . . . .O . . . . .O . . . . 50:00' VC .0) . 50.00' VC . ..... • ao... �......... L.P. ELEV := 938.77 H P. ELEV. = 940.45 : ..... H.P.. ELEV:.= .940.79..:...... 150:00 VC .......... '50.00�.-VC .............. ,H.P: ELEV,.=':940:75........... .... L.R.'ELEV'.=:939:25 . . M.N . . . -. . . . . .......................................... . Ln .65 . . . -.970 L.P. STA = -66+46.25 H.P. STA =: 64+93.22 . . H.P. STA =- 61+27.62 . . L.P. ELEV = 936.25 H.P.: ELEV .= 938.37 H.P. STA = 52+75.05 L.P. STA = 50+00.68 40.00' VC O) .. P STA _..66+38.00 PVI STA =- 65+00.0:0 . . .. PVI STA = 61+13.96 . . L.P. 58+45..13. H.P: STA - -56+85.00 . PVI .STA _ 52+75.00 PVI STA = 50+01.00 H. P. ELEV . 939,38 ........ .. I� PVI _ ELEV := 938.40 ..... PVI ELEV:= 940.60 ................. PVI- ELEV:.= .940.90............ _STA . _ PVI STA = 5$+45.00 ..... PVI- STA- =-:57+10:00 ................... PVI 'ELEV'. _ 940:$3. :..... .PVI ELEV. - = 939.18. . ........F+.P:. .STA- _- 49+-60:21................ . M 0) . . . . M 0) A.D: _ 2.77% A.D.:= -2.51% .. A.D; _ -2.60% PVI ELEV _ 935.50 PVI: ELEV := 938.22 - XD. _ :-1.20% : A.D. = 1.19% PVI STA _: 49+55:00 li- W J......... K- K = 19.93 _ K = 19.26 1.60+88 : A.D..= A.D. - =1.41 . . . . . . ... . . . ... . . . K - 41.59 - K 42.05 PVI ELEV = 939.�F5 V.. . w =.39.67 PVC = '65+83.00 ...PVC- = --6�4�+75.00 ................. PVC _ 96 .4:02%........ K = 37.29 K- =- 35:34................... .. ... ... . . . ... = PVC. 52+50:00... PVC = 49+76:00..A.D.-'= -- 59%.................... . 1: oo :.:::. N 960 PVT 66+93.00 PVT = ' 65+25.00 . . PVT = 61 +38.96 . . PVC 57+70.00 . . PVC = -56+85.00 . . . ... . . . ... . . . 50.00' VC :.:.:::.:50..00' PVT - 53+00.00 PVT = 50+26.00 . . . . . K = - 25.21 . . .. _. 939.28 ELEV- = 940.37 .. . . . . . ELEV: = 940.40 - PVT _ PVT - -57+35.00 M,O) 6).0) . ELEV.= .940.68 ELEV •= 939.33 • PVC = 49+35.00 - ...............ELEV. . . . . . ELEV := 939.05 ........ELEV: = 940.20................... ELEV:= 940.75........ . . . . . . ........ . _ .59+20.00. .. . . . ELEV = 937.01 ... ... -ELEV-: _ - 938:37 . .. . �.0) ....... 'ELEV, _ =- 940:68 ........ . . . 'ELEV' _ ... i � 939:33 ...... PVT :- 49+75:00: .................. . . . . . . . . . : 160.00': VC H.P. ELEV - - 939:84 - ELEV - 937.01 ELEV := 937.72 . H.P. STA . 35+13:.53 . . . L.P.ELEV = 939.22 ELEV = 939.25 . . 955 . .... H.P: STA = 49+60.21 L.P. ELEV = 935.85 H.P:.STA = PVI .STA =. 42+38.55:::.:. P ELEV = 939.33 . . 3:7.+7.1.55 ... ............ . -1.59% 0.91% _0.59 . . . . . . . . . . . . . . . . . . PVI_ STA -7 30+18.55.:.:::... -x.60% . . . . . . . . . . . . . 0:60% . . . . . . . . . . . . . . . . . . . . . . . 60:00' VC . . . . . . . . 2.017 . . . . . . . .......... = 939.19 2 01�° . . . . . . . . . . . . . . . . . . . . . . . . . 0.5 . . .1. . . . . . . . . 007 . . . . . . . ........................................... . PVI ELEV _ 940.53 . L.P.. ELEV = .939.51................................................................ 90.0:0' VC : PVI: ELEV = 939:.45 PVI STA: = _ .................................................................................................................................. PVI ELEV = 940.04 . A:D.: _ 1.20% . .�,--�_ _- L.P. STA L.P. ELEV PVI ELEV = 939.15 H.P.:ELEV = 939.85 H.P. STA L.P. ELEV - 37.73 H. 9 A.D. _ : -1.73% = 940.87 ..::.:.:.:.:::.:.:.:.:::.:.:.:.::. 950 :: A. D. = -1.59%.:.:..... PVI: ELEV = 935.25 . 63+6_8.76- - . ----- ------____ K _ :4.1:67....:.:.:::.: __-= . -.-.-----=-- - -__ _--__ AD . = 20% . :.:::.:.:.:.:::.:.:.:.:::.:.:. 950 H.P::STA. =.:15+50.04 :.:.: . K := : 28.8?.:::.:.:.:.:::.:. . _ PVI =. 939..4.0............................................................................................................. 950 L.P. -- :.: STA 9+01.00 M.P. -__-.:` _ = :3.97%.... ................ - K = 22:43 - --- _ . - - -___. _ � _............... - _ .. � ........................................ . . ... . . ... . . .ELEV. ... . . ... . 1.50% ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ................. . ... . . ... ...... . . . ... . .. - . -._> .V :-� _� /.-. . ... . . ... . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . K-= 39.92 . . . . . . - . . . . . . . . - .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................................. . . PV+ P. .=........................................................................................................................................................................................................ . .. . . .. 945 . .. . . .. . PVT = 49+75.00 PVC = 44+55.00 PVT' =: 44+:13:55 . . . . ... . . ... . . ... . . ... .PVT = 6:3+98.76 ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ELEV =939.58 . . . . . . - . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . =. -2.80%. = - - .C.=. ELEV =939.67 ............ ELEV = 940:38 - =- 2:06% ............... ELEV 939.33: :ELEV = 937.62 ELEV = 938:85 - 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 STREET 1 MO.] �1011_0191 �OSTI.11 �1011 to] OLD] ......................................................................................................................................... . . . . . N . . . . ._ . . . . .rn . . . . . N ,to . .O . .N T_ . . . .O . . . . .O . . . . .N . . . . .0) . . . . .,It . . . . .to . .O . .N .O . . . . .rn . . . . .F1, . . . . .N T- .LO . STREET 4 �.U7 . . . . . M.n . . . . . . . -. . . . . . -. . . . . . . M.N . . . -. . . . . . . m.O . . -. . . Ln .65 . . . -.970 N.I_ co.0 . . . . . �.� . -.� L0.� . O.N . . �.,t . . . . . Co.tr) . . . . . N.N . �.� _ Ln.� �.� Q.� . �.- . . . . . N.0) . . . . . O.po . 965 . . . . . �Q. . . . . �O. . . . r7 to r1) V) . �Q. . . . r7 to . �.0). r'�N . . . . �.0). r1)N . . . . �Q. . . r7n . . �Q. . . r7 to . . Q).O?. . . . . . . Q.O. . . . . . . Q.O. r' -)N -;I- K) �n . . . . . . Q.0?. . . . . _tN Q).O?. . i")N . . . Q).O?. . . i")N . . . . Q.0). . . . �N . . . Q.0). �N . . . . . . Q.0?. . . . . Q).00. . . . �N r7N . Q).O?. r7N . . . . Q.0?. . . �N . . Q.0?. �N . . . . 9).00. . . . . 00.0?. . . . r7N r7N . . . . .M . o.6 ... 10 . 00 � 0 M 0) M 0) . . . . . . . . . M 0) . . . . M 0) . . . M 0) M 0) . . . . M 0) . . . M 0) M 0) M 0) . . . . . . . . . . . M 0) . . . M 0) M 0) . . . . M 0) . . . . . M 0) M 0) 000) . . . . . . . . . M 0) M 0) . . . . . . M 0) M 0) M 0) . . . . . . . . . . �:o 965 �:Oo . . ... . . . ... . . . ... ..................................................................................................................................................................................................................................... . ... . . . ... . . . ... . . . ... . . . ... . . . . . . ... . . . ... . . . ... . . . ... ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . . . . ... . . . ... . . . ... . ... . . . ... . . ... . . . . . . ... . . . ... ... . . . ... . . . ... . . . ... . . . . . ... . . . .. . . . ... . ... . . . ... . . . ... . . . . . . .. ... ... . . . ... . . . . . . .. .. . . . . ... . . . ... . . . ... . 965 oo :.:::. N 960 :.:::.: N . . ... . . . ... . . . ... :.::: . . . . . . . . ... . . . ... . . . . . . . . . . . ... . . . ... . . . ... . . . ... . . . . ..:::.:.:.:.::: . . . ... . . . ... . . . ... . . . 50.00' VC :.:.:::.:50..00' ... . . . ... : VC . . . ... . . . ... . . . ... 50.00' : VC . . . ... . . . ... . . . ... . . . ... . . . ... . . . . ... . . . ... . . . ... 50.00' :V.C:.:::.:.:.:.:::.:. . 960 M,O) M,O) 6).0) . .. 40.00' .VC... ... :.........:... M.0) ...... 80.00' VC O�.0) L.P. ELEV = 939.30 : L.P. ELEV .:.:.:.:::.:.:.:.: = 939.26 M.0) . H:P. ELEV .:::.:.:.:.:::.:.:. = 940.66 . . . . . :.........:.........:.........:.... � CA .. . �.0) . . . 0).0) .. . � O) H.P. ELEV _ 940:43 .. . � 0) . . 0).0) . . . . . H.P: ELEV = 939.38: : 160.00': VC H.P. ELEV - - 939:84 - L.P.:STA . 42+38.55 L. p. STA = 37+71.58 . . H.P. STA . 35+13:.53 . . . L.P.ELEV = 939.22 . . . H.P..STA .= 30+26.26 955 .... H.P: STA = 49+60.21 L.P. ELEV = 935.85 H.P:.STA = PVI .STA =. 42+38.55:::.:. P 3:7.+7.1.55 PVI STA = .35+13..55 L.P.. STA : 32+48.5:5 . - PVI_ STA -7 30+18.55.:.:::... 955 955 N.^ �O . . _ OWSTA STA = 49+55.00 L.P. STA. = 45+74..67 PVI STA- = .4:3+47..01 .:.:::.:.:...::: 43+73.55 - -VI PVI ELEV - 939.23 = - PVI .STA.... ELEV .......... = 939.19 PVI ELEV .. _ = 940.74 : _ PVI STA - 32+48.55. 9.0.00' VC . . PVI ELEV _ 940.53 . . 90.0:0' VC : PVI: ELEV = 939:.45 PVI STA: = 45+35.00 PVI ELEV = 940.04 . A:D.: _ 1.20% A.D. = 1.20% : A. = -1.20% L.P. ELEV PVI ELEV = 939.15 H.P.:ELEV = 939.85 H.P. STA L.P. ELEV - 37.73 H. 9 A.D. _ : -1.73% = 940.87 ..::.:.:.:.:::.:.:.:.:::.:.:.:.::. 950 :: A. D. = -1.59%.:.:..... PVI: ELEV = 935.25 A.D.:_ : -3.57.% 950 K. =. 41.67::.......:::...:.:.:::.. K _ :4.1:67....:.:.:::.: 950 , K _ 41:64 :.:.:::.:.. AD . = 20% . :.:::.:.:.:.:::.:.:.:.:::.:.:. 950 H.P::STA. =.:15+50.04 :.:.: . K := : 28.8?.:::.:.:.:.:::.:. 950 L.P. -- :.: STA 9+01.00 M.P. K = 25.21 . .A.D.: = :3.97%.... ................ - K = 22:43 - PVC- = 42+13:55 PVC _ 37+46.55 - PVC = 34+88-.55 - K, � , 41:67. . - _ - - - - PVC = . 29+93.55 - PVI STA = 15+50.00 - PVC = 49+35.00 . - K = 40.33 PVC- _ 43+33:55 - PVT: = 42+63:55 : PVT _ 37+96:55 PVT = 35+38:.55 . .. PVC = 32+23.55 - . . . . PVT.= :30+43.55 . . ... . .. . . .. 945 . .. . . .. . PVT = 49+75.00 PVC = 44+55.00 PVT' =: 44+:13:55 _ 938.56 ELEV = 939.38 . :PVI _:.9:39:34.:...:.:::.:.. ELEV = 940.59 PVI - VT : 32+73.55 - 934.36 95 ... ELEV = 940:25 ... . . - . 945 945 ELEV = 939.25 PVT . 46+15.00 EL1=V . .:::.:.:.:.:: =. 939:80 = _ ...... A.D..... 1.20% ............A.D....1..20% .:.:.:ELEV. ELEV = 939.38 ELEV = 939:34 - ELEV = 940.59 =. -2.80%. = - - - ............ ELEV = 940:38 - =- 2:06% ............... ELEV 939.33: :ELEV = 937.62 ELEV = 938:85 - . . . . . . . ... . . K = 41.74 . . . : ELEV = 939.30 : : : : : 940 = 43:64 . . ... . . ELEV = 936.05 . . PVI ELEV _ 936.5:0 4.60% 945 PVC = 15+25.00: .. . . . ... . . . . . . ... . . . .. . . ... . . . ... . . . ... PVC 940 . . . ... 0.5 o . . . ... . . . . . . . .. . 0. 60% -0.60% ..�. . .. 0:60% 940 =0.60% - 0.60% =0.60%. PV.T. _.:15+.75.00 ....:::.:PVT :_ :1:3+65.00...::.: PVT -- .11+:35.00.::..:.:.: _ . :.:.: PVT - 9+50.00 PVT . 6+55.00 :.:. ;2 g1%: . 50.00 VC : PVT- =- 2+00:00 ............... . . . ... . . . . . . . ... . . . ... . . . . . . . . ... . . . . ... . . 1.137 .... . ... ELEV = 939.67 . . .. .1.00% . ... . . . ... . .. ELEV = 938.06 ELEV = 940:51 . KP. ELEV = 940.54 . ELEV = 934.61 ... . . ... . . ... ... =1.129; . . . . . .. .. . .. . H.P. ELEV = 943.79 . .. .. . .. . . .. . ... . . . ... . . . ... . . . ... . . . o ...... ... . . . ... . . . ... . . . ... _ . . H. . A = + .. :.:.:::.:.:.:.:::.:.:.:............................................................................................ .. - 940.60 .. .. .. .. . . ELEV = 935:03 . ... 940 935 . ... . .. . . . . .. 935 935 . ... . . . . . . . . ... . . . . . . . . ... . . . . . . . . . . . . . PVI STA = 40+08.55 .......................................... . . . . .. . 0.60% . . . . . - .60� 0 ... .............. ............... . .. . 1.2 57 . .. _1 30% ...... ...... ............................. . . . . .. . . . . .. ....... . . . .. . 930 ,__ : : : . ---- --_ = 94 _ _ - 33% : P l ELEV = 940_6 . : : : : : : : : : : : : . . . ... 930 ... } .507 . . . . ...�.. 930 ... . ._ 'A.D.' =. -1:.20% -----------...-.---------------.------ PVI ELEV :.:: _ 940 87 -:. :: . ... . �. K = X7.66:.:.:.:. . . 930 - -------------------- . . . ... - - - ... . . . ... . . . ... . ... . . . ... . . . ... . . . L✓ ... . . . . . . ... . . . ... ... . . . ... . . . ... . . . . . _ .. .K. 41.70 .......... ._ ........... . .ELEV: - - - - _ _ _ - PVC - ��-. . - . _ 925 . . . : : : : : : : : PVC = 39+83.55 : . ... : : . PVI =.1 .938073 . _ _ . . = 6+25.00 PVI STA = 27+25.98 925 PVI ELEV = 938.44. . ... . . . ... . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . .. - . . . ... . . . ... . . . ... . . . ... . . . . / 930 925 . ... . . . ... . . . ... . . . ... :.:.: 925 - .PVI ELEV - 937.2.1 ELEV:=.943.�2:.............................. . . ... . . . ... . . . . . . . . ... . . . ... . . . ... . . . . . . . . ... . . . .. _ ELEV-� 4.4 _- . . . ... . �.�-------.___�-...-.-.-.- . -------1*{2t2: . ... . . . ......:.........:......... 920 ................................ . . . . . . . . ELEV = 940.46 : . .. . . . . : : . . ...� � f. ��� _, . - . .. . . . . .. . . . .. . . . ... 9ZO = 934 67 50 49 48 47 46 45 44 43 42 41 40 . . .. . . .. . 39 38 37 36 35 34 33 32 31 30 29 28 27 STREET 2 STREET 4 970 970 965 965 ..................................................................................................... . . . . .N . .N . ..... �.m "10 .N . 00.E .N . .O . . . . .0. . . -t-00 �-t . .- . 00.E . . . .O . . . . To. M.O r --r- . . . .... . . . L,.� . . mb . .� . oo.� 10 . r --u,) 10 �,.o . .M . o.6 ... 10 . 00 � 0 STREET 3 .............. Do � �-� I ..I ..1 T- T- -t-o M -to . 1.. I.. I T- �_N ..I ........... .. .0) .i .. -t-r .r-.* . . 965 co.� o �:o �:Oo �:� 965 960 960 960 000. i. 960 ....... gip. ......: :� :.:::.: r7 t+j r7 t+j N:o; :.:::.: r7 t+j oo rrJ t+j :.:::.: o :.:::.: o:� :.:::. r7 t+j r0 fvj o :.:::. r7 Kj :.:::. :.:::. N tvj N oo :.:::. N :.:::.: N :.:::.: N oo:� :.:::.: N t+j N Nj :.:::.: o;:� :.:::.: N Nj :.:::.: N t+j . N . . . . . .�.r. N.� . . . . . . .O�.N. . . . . . . .O�.c,1. N N. . . . . . . .O�.M. . . N . . . . .O�. . . . . . . .�. . . . . . N.� N.� . . . . . . . . . . M.0) . M.0). M,O) . M,O) . 6� O) . O� O) . M,O) M,O) 6).0) O�.0) M.0) O�.0) . M,O) O�.0) . 07.0) M.0) . M 0) . . . . . . � CA .. . �.0) . . . 0).0) .. . � O) . . . M.0) .. . � 0) . . 0).0) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .M . .N . .O . 960 960 955 N.^ �O . . 955 955........::.........::.........::.........::.........::.........::........ 955 . ... . . 50.00' VC : 50.00' VC ,.VC 60.00' VC : 100.00' VC . 9.0.00' VC . . . . 90.0:0' VC : ...... .......... ....... rn:a rn:rn .rn . . . . . . 955 H.P. ELEV = 939.75 - L.P. ELEV = 938.64 H.P.:ELEV = 939.85 H.P. STA L.P. ELEV - 37.73 H. 9 ELEV ... = 940.87 ..::.:.:.:.:::.:.:.:.:::.:.:.:.::. L.P. ELEV _ 934:54 955 950 950 950 :: 950 H.P::STA. =.:15+50.04 :.:.: L.:P..: STA :=:13+40.00 _ _= :1:1+:15:53.:::.: L.P. -- :.: STA 9+01.00 M.P. STA :� . 6+13.20 L.P: STA � 1+34:59 ::.:.:.:.:::.:. :.:::.:.:.:..::.:.:.:.:.. :.:.:.:::.:. ................................................................................. PVI STA = 15+50.00 - PVI STA = 13+40.00 PVI STA - 11+05:00 PVI - STA - STA - -_6+10.00 PVI STA =-1+55:00 . . . ... . . . ... . . . ... . . .. . . .. .. . . . .. . . .. . .. . . .. . .. . . .. . .. . . .. . .. . 950 PVI ELEV = 939.82 PVI ELEV _ 938.56 PVI :ELEV = 939.97 - A.D. = :PVI _9+00.00 :PVI ELEV - 937.41 PVI ELEV-: 941.18 PVI ELEV 934.36 95 945 ... . . - . 945 945 . ....... 945 = _ ...... A.D..... 1.20% ............A.D....1..20% _ -1.85% ................................A.D. -_ -2.55% ........ A:D.- =. -2.80%. ................................... A:D.- =- 2:06% ............... PVI STA = 3+00:00 .......... ... ........... .........::.........::.........::.........::........ .. .. . . .....: . . _ . 0.737 .. . . ... . . K = 41.74 . K = 41.67 K - 32.45 .. . K = 39.23 K : = 32.16 K = 43:64 . . ... . . . PVI ELEV _ 936.5:0 4.60% 945 PVC = 15+25.00: PVC = 13+15.00 PVC: _ 10+75.00 PVC = 8+50.00 PVC = :5+65.00 - PVC := 1+.10.00 945 940 940 940 :..:.:.:.:.::.:.:...:.::.:50.00'. VC:.:.:.:...::.........::... 940 PV.T. _.:15+.75.00 ....:::.:PVT :_ :1:3+65.00...::.: PVT -- .11+:35.00.::..:.:.: _ . :.:.: PVT - 9+50.00 PVT . 6+55.00 :.:. ....................... PVT- =- 2+00:00 ............... ........................... ....... . .... . ... ELEV = 939.67 . . .. .ELEV = 938.71 -ELEV - 939.60 . . . .. ELEV = 938.06 ELEV = 940:51 ELEV = 934.61 ... . . ... . . ... ... =1.129; . . .. .. . .. . H.P. ELEV = 943.79 . .. .. . .. . . .. . 940 . ... ELEV = 939.67 : :ELEV = 938.71 :ELEV = 939:79 ELEV - 938.03 - ELEV - 940.60 ELEV = 935:03 . ... 940 935 . ... . .. . . . . .. 935 935 ......::.......:.::.:.:PVI H.P. STA = . STA .= 5+97.60 .6+OQ-QQ:.. . .... . ..: ... 935 ....................... . ... . ... . . . =o:6a% .......................................... . . . . .. . 0.60% . . . . . - .60� 0 ... .............. ............... . .. . 1.2 57 . .. _1 30% ...... ...... ............................. . . . . .. . . . . .. ....... . . . .. . ......... _ ......... ............. ... ----- . ... . ... . . . ... . . . ... . _06 PVI :STA : I 1 +00 00 PV ELEV = 94 _ _ - 33% _ . VI A +4 .. _ 0 PVI ELEV..... 9 . 935 . ... . . . ... . . . . _ - - - _ _. _. . . . ... . . . ... ... . . . ... . . . . . ... . . . . .. . . . . .. . ... . . . ... . . . . . ... . ... . . . ... . . . ... . . . ... . . . ... } .507 . . . . 935 930 ... . ._ 930 930 PVI ELEV :.:: _ 940 87 -:. :: . ... . �. K = X7.66:.:.:.:. . . 930 ...............,............................................................................................................................................. . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . 6% .......... ._ ........... . .ELEV: - - - - _ _ _ - PVC - . . - 5-075._09 - - - - - - -...... PVI STA. = 17+80.77: = . . _ . . . _ . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . . -.Q . PVI =.1 .938073 . _ _ . . = 6+25.00 :: 930 PVI ELEV = 938.44. . ... . . . ... .-.- . ... . . . ... . . . ... - _ . . . .. . . -- . . . -....__.- ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . . / 930 925 . ... . . . ... . . . ... . . . ... :.:.: 925 925 ELEV:=.943.�2:.............................. . 925 ................................................-._ _ _ ----.... - _- . . . ... �.�-------.___�-...-.-.-.- . -------1*{2t2: . ... . . . ......:.........:......... ................................ L V _ 94 . ... . . . . .. . . . . .. . . . . .. . . . . .. . . . . .. . . . . .. . . ...� � f. ��� _, . - . .. . . . . .. . . . .. . . . ... -PVI ELEV = 934 67 . ... . . . ... . . . ... . . . ... . . . .. .. . . . . . . .. . . .. . . .. . .. . .. . .. . . .. . .. . 925 . ... . . . . .. . . . . .. . . . . .. . . . . .. . . . . .. . . . . .. . . . . - 925 920 . . ... . . . .. 920 920 . 920 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 1 2 3 4 1 2 3 4 5 6 7 8 L_ 0' 100' !I 200' 300' NOT FOR CONSTRUCTION Call 48 Hours before digging: 811 or calI811.com Date: 11/29/16 Sheet: 19 of 27 Common Ground Alliance Adelaide 0008463DTPOl.dw Westwood I hereby certify that this plan was prepared se me or under AL direct supervision and that i a duly licensed PROFESSIONAL �' >�H II Prepared for: 1 t ENGINEER under the laws of the State of Minnesota 12/13/16 Revised wetland Delineation CITY COMMENTS lam: >�H IIOP5 1 Adelaide LLC02/05/17 Landing Street Profiles Phone (952) 937-5150 7699 Anagram Drive 03/10/17 CITY COMMENTS Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Francis D. Hagen II, PE .I 1660 Highway 100 South, Suite 400 g Y Westwood Professional Services, Inc. 02/05/17 17716 Record orawdng by�date: St. Louis Park, MN 55416 Hugo, MN L > icse Na © 2016 Westwood Professional Services, Inc. UOR 6011142NE 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 965 9600 960 STREET 6 .o STREET 5 955 N 00 ! -di �:� N: 955 950 970 950PVI 945 STA 1+00.00 PVI STA = .4+73.12 PVF ELEV- - - - 938.20- - PVI. ELEV .= :..937.:80. . 945 970 940 :N :L, ..... 0.90%........ ........ -1-. 2.7q .... . 940 :00 :0, .r- :r- :� :r- :M 50.00' VC :� 935H.P. :� :� :0 ELEV = 939.87 970 ........._.........._ . ..................... H.P. STA. = 2+95.73 935 - -- - - - _ PVi STk:=1+00.00 930 - - - - PVI ELEV = 9400 ..._...._.........._ ..................... A.D. = -2.17% 930 K = 23.03 925PVC = 2+75.00 965 �.N ........._.........._ ................... PVT _ 3+25.00 925 �.� N �.N �.� �.O . . 00 :: ELEV =: 939.78 . . m.0) . . . 920 . . �.� . . �.� ELEV = 939:68 1 2 3 4 5 1 915 30 Call 48 Hours before digging: 811 or call811.com Common Ground Alliance STREET 5 970 970 STREET 7 :N :L, :a, ::� :� :00 :0, .r- :r- :� :r- :M :o :� :� :� :� :0 970 970 965 �.N �.� �.� �.M �.� N.� �.� N �.N �.� �.O . . 00 N.N �.� . . . . . m.0) . . . . �.� . . . . �.� . . �.� Ln.� �.� . 965 N.11? �.� . N.0 . . . . . . �.� . �.� . �.� N.�Q . . . . . 4.(O . �.OQ . . . . . �.� �.O . . . . . �.� . �.O . �.OQ . �.OQ . . . . . �.0) . �.+ 4.0) . �.� 4.0? . . . . . � :6 . . �.� �.M N.0? . �.� N.O . �.+ N.O . �.+ N.O . �.+ N.O . N.O . r ro O O O N.� O N �,.O, �.�, . ... �.� 00.E �.� �.� O) � Cn O) M 0) � O) (M � 0) 00.E . M.� 00.E �.� M.� �.� O) .+ M.� M.� . . �� �� X00 �� �r NCD 965 960 . . . . . . . . . . . . . . . . . . ............................................ �. 50 00 .VC .............. . . . 50.00. 7c . 960 I`) PO I„7 fo 1"7.N] 7 N] �:� �.� M �:� .. 50.00' VIC : : H.P; ELEV = 941.02 60:.00' VC H.P.: ELEV = 940.82 H'P _ H P -STA 46+81 16 5 .... 50.00.'. VC 960 .. . 955 H.P. ELEV = 936.57. ............................ H.P. STA = 35+43.07 L.P. ELEV = - 936.82 PVI .STA ._ . 35+43.00 ................... .................. H.P. STA = _ - .. . :44 :RVI STA 44+42.23 44+40 30 _ _ PVI STA 46+82 00 955 :..........:........... _...........:...... . H.P. STA = 31+25.74 L.P. STA = 32+92.07 PVI ELEV = 941.42 PVI: ELEV = 940.90 _ PVI ELEV - 941:00 _ H.P. STA - 3+26:00 955 PVI STA = 31+25.00: PVI STA _ 33+22.07 A.D. _ -3.99% A.D. = -1.32% . A D . . _ 1 . ..48% . . PV[ STA =:3+26..00: .:........ ... 950 PVI . ELE:V. =. 936.65:.:.:::.:.: PVI ELEV = : 937.00 .... K : T : 20.03 .. ....................... PVI STA. _ 37+14:54 ........... :.:.:::.:.:. :K := :37..83.:. ............: . K _ = 33 7.4 :.:.:::.:.:.:.:::.:. 950 _ 38 PVI ELEV �9 .36 A.D. _ -1:24% . A.D: = 1.40% PVC 35+03.00 PVI ELEV: _ 938.00: PVC = 44+15.30 PVC = 46+57:00 A.D. _ -1:20% K = 40.44: K - 42.84 PVT = 35+83.00. ... . . . ... . . . .. PVT = 44+65.30 . . ... _ - + � _ -. . X. 41 4 945 PVC. = 31+00.00 :.:.:::.:.:.:PVC = 32+92.07:.:.:.:.: ELEV.�.940.62.:.:. :.:.:::.:.:.:.:::.:.:.:.:::.:.:.:.:::.:.:.:.:::.:.:.:.:::.:.: ELEV:=.940.72.:................:.ELEV = 940. 82 :.:.:::.:.:.:.:::.:. 945 -PVC 3+01:00 PVT = 31+50.00. PVT = 33+52.07 ELEV 940.62 . ... . . . ... . ... . . . ... . . .ELEV . . _ 945 _ . 00 . 945 ELEV _ 936.49: ELEV = : 936.82 . . ........................ ELEV 93821 - . 940 ELEV _ -. 936.50 ............................... ... . ELEV _ 937.60 . . ... . . . .. . ......... pp%.. . . . ............ . . . ... . ... . . . ... . . . ... . . .1..999;............ 90%....... . . . ... . . . ... . . . ... _ . . ... . . . .. . ... 71% .......... . . 0 6 - : 1% ......... 0 72% . . . .. . ... . -0.77% .. 940 _ :ELEV : 938..21 .. . ... . . . . ... . . . . . . . . . .. . . . . ... . . . . ... . . . . . . . 940 . ... . . ... . 0.64% =0.60% 0.60% . ... . . . . - - - - - -__: . . . ... . . .. . . ... . . ... . . ... . . . . . ... . . ... . . . . ......................... ..................................... .. . 935 ,,- �`_� `--_-�- , .6 0 % - 0.60 .... .................... 50.00' vc /5 7:00 VC ................................ 59:00 VC ......:......._ - - - - _:50.00 - ........................... 7c 50:00' VC ............................. . 935 935 ---------CP. ELEV _ 935.18 -- J L.P. ELEV _ 936.31: H.P. ELEV _ 940.07 _ L.P. ELEV=-_938SJ8= - L P ELEV - _ �2 - ----------._-,-- - - _._..........................................:.... 930 L.P.: STA : _ : 28+80.:8:0.........L....P. STA _ H.P. STA - 39+59.615 L.P. STA = 41+57.59 L P STA. = 45.+61.29 :.:.:.:...:.:.:...:::.:.:...: 93O - .............:::.: . P.VI STA = 28.+81.49 .........3................................... PVI STA- _ 31 +94.37 PVI STA = 39+55.90 ELEV :PVI STA = 41 +S9.39 PVI S = .�. - - -- - - - - - - - - 925 . ... . . . ... . PVI ELEV _ 935.10 . . . PVC ELEV = 936.23 PVI = 940.16 - - .A D 1 PVI ELEV :A.D. _ _930 - 93$.90 1.33 = PVI ELEV 940 15 PVI ... PVI STA - 48+90.96 ELEV _ 939.40 . 925 PVF STA _. ....... _. 1+00 00 - PVI STA 6+68 27 :...... .. . .................. = = 1.20% A.D.A.D.....1.24.%................................................................. :... .51% _ K = 33.:01 :K = 37.64 _. = .33%:................................. A D 1 PVI ELEV = 937:00 = .. . 30 . ... . . . .. K: = 40.36 K = 41.67 PVC = 31+6937 _ ... PVC 39+30 00 . . . ... . . . ... . _ PVC - 41+34 39925 _ . . ... . . . ... . . . ... :: ...:....:....................................... :: .. . 920 . ... . . . ... . PVC _ 28+56-.49 _ PVT = 32+19.37 ... . . . .. _ PVT - 39+80.00 :PVT = 41+84.39 PVC p.V:T:r.45+88.29.................................. _ _ 45+38 29 920 ..................PVT:-:29+:06:49........... ELEV = 935.25 ................................................... ELEV _ 936.38 _ ELEV = 939.94 :ELEV = 939.:05 ELEV - 940.30 920 :: 920 ELEV . . . . ELEV _ :936.38 -ELEV _ 940.-01 -ELEV _ 939:08 LV -94 915 . . . ... . . . ... . . . ... . . . ... . . . . . . . . . ... . . . .. . . . 915 1 2 3 4 5 6 7 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 STREET 8 960 960 955 0) -M N� a N_a _0) t,I N_� _O) � _O) O-0) O (f) cD r N_N _O) �� N_� -O r- -C-4 r-_� r_O �_� i �_�,� 00-� _O . u) -pp �_� ..0 oO..N . ..0. -..N �.� ..0 �..� LO -E; Ln.� �.N �.� oo.O C_o; i �.� �.� cD.� Q_�; o).r- ."n 955 �_� �_N �_� �_� �_N �_� �_T �_N �.� �_� �.� �.� M -O) . M -O) M-0) . M -O) M-0) O� 0) M-0) O� 0) M -O) O� 0) M-0) O� 0) O� 0) O� Q) M.0) M.0) M)m M.0) M.0) M.0) M.0) M.Q) Q� � 950 : : : : : : : : : : : : : : 950 PVI STA 1+00.00 PVI STA _ 25+03.00 945 PVI ELEV = 940:19 _ PVI ELEV . 933.64 94 _ 0.150%._ -0.60% - - : 0.60% : -0.607 - -0.60% : - -0.60% :0.60% .1 940 : _ : _ _ _ : _ _ _ 0 940 ................................................................................................................ ... ..._...._. ........_...... ... .._ .60%... ........._...._...._........ .......... 50.00' VC : 50.00' VC : 50.00' VC 50.00' VC- - 50.00' VC: L.P. ELEV = 940.97 50.00' VC 70:00' VC 50.00' `VE - :- -2 00;� 935 H.P.. ELEV = 942.62 - L.P. = 941.:18 : H.P. ELEV x42.42 L.P. ELEV _ -941.26 - H.P. ELEV _ 942.22 - L.P. STA: _ 16+50.00 H.P. ELEV, 941.83 � - L.P. ELEV =� 939.1-6= 1 _ _ ! H.P. ELEV = '939.68 - 935 ... . .... . .... . ... H.P. - STA -= 5+16.83... ....... L.P- -STA - - -7+82.00... _ =}# P- STA' = 10+15.017= � : L.P-:ST1� - - :12+:3:3.00 - � _ . _ HP -STA_ _ 14+17.00 - _ _ PVI STA - 16+50.:0Q- _ P- STA = 18+'I4 L�P� TA = 20+'76".72 . _ . . H.R. STA = 21+81.54 - - _ - _PVI -STA = --5 15-•83 - - - - -RVI-STA_ _7+82M_ PVI STA = 10+15.00 PVI STA _ 12+33.00 PVI STA := 14+17.00 PSI �Et V = 9-40 30 PVI STA = 18+23.00 PVI STA = 20+65.00 PVI STA _ - 21 +95.00 930 - - - - PVI ELEV = 942.69 - PVI :ELEV = 941.:10 : PVI ELEV = 942.50 - PVI ELEV = 941.19 - PVI ELEV _ 942.29 - A.D. = 1.20% PVI ELEV = 941.93 PVI ELEV _ 939.02 PVI ELEV = 939.80 930 ........A.D;---1.20% .................A.D.-- J.20% .._...------ . = -.20%. ._...._... A D.. 1 A b -_ .207.:...._.. 1 . _ -,20%:...._...._. A D 1 K _ °- 41.:6- .A D... 1 ="-.$0%. - 80% .A.D•- - -1 . . .. . .. A.D. _ -2:60% K _: 41.67 K = 41.67 K- = 41.67 : K = :41.67 : - K = : 41.67: PVC- _ 16+25.00 K = 27.71 K = 38.80 K = 19.23: 925 - : PVC = 4+91.83 - PVC = 7+57.00 : PVC _ - 9+90.00 - PVC = 12+08.00 - PVC -= 13+92.00- PVT: _ 16+75.00 PVC = 17+98.60 :PVC = 20+30.00 PVC - 21+70.00 925 .....................PVT-= 5+41.83 ............... PVT =-8+07.00..._...._... PVT = 10+40.00........ -.PVT :='12+:5:8.00_.. PVT-= 14+42.00_ ELEV _ ...._.. 941:05 PVT _ ..._...._ 18+48.00 _ PVT -- 21+00.00 PVT = 22+20.00 - - ELEV - 942.54 - ELEV = 941.25 - ELEV 942.35 - ELEV = 941.34 - ELEV = 942.14 - EL -EV _ 941.05 ELEV = 941.7$ ELEV = 939.44 ELEV = 939.615 920 ELEV = 942.54 ELEV = 941.25 ELEV = 942.35 ELEV = 941.34 - ELEV = 942.14 ELEV = 941.63 ELEV _ 939.23 ELEV _ 939.30 920 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 0' 100' 200' 300' NOT FOR CONSTRUCTION Date. 11/29/16 sheet: 20 of 27 Adelaide 0008463DTP02.dw Westwood I hereby certify that this plan was prepared se me or under AL direct supervision and that i a duly licensed PROFESSIONAL �H II Prepared for: t ENGINEER under the laws of the State of Minnesota 12/13/16 Revised wetland Delineation CITY COMMENTS�H II OP5 Adelaide LLC02/05/17 Landing Street Profiles Phone (952) 937-5150 7699 Anagram Drive 03/10/17 CITY COMMENTS Fax Toll Free (952) 937-5822 Eden Prairie, MN 55344 (888) 937-5150 westwoodps.cotn Francis D. Hagen II, PEg 1660 Highway 100 South, Suite Y 400 Westwood Professional Services, Inc. 02/05/17 17716 Record orawdng��`atw St. Louis Park, MN 55416 Hugo, MN L icse Na © 2016 Westwood Professional Services, Inc. Call 48 Hours before digging: 811 or call811.com Common Ground Alliance STREET 9 STREET 10 STREET 11 970 970 970 970 970 970 O N cD 1- .00 V) .00 N -co N O '0 .O .00 tD 965 N N �,.�, ,.�, co -co -,I- PO �.�, �.� :► :► :� �.� �: M.00 ,. 965 965 �, N �,.� �. N.N �.� 0.� �,.�, �.� �.� 965 9 65 �.� �.o �.0 965 r� M ....... ....... rr) ro ....... ...:... ...:... ...:... ...:... ....... r� ro r� ro r� ro r� n r7 r7 rq ro ....... rq rn ....... r� to .......: r7 r7 r7 to . . . . . . .r).Nj r�.t� . . . r7 n ..__.._. rl In r� in ....... r� n : ...:... :� ...:... r� r7 r� r7 :� ...:... :� . N) r7 t+j a� rn rn rn rn rn M.� rn.m M.� a�.o) M'a) M rn M.0) rn.� M.m rn.� M.0) M rn 960 960 960 90.0x vc 960 960 :: :: 960 .........................................._...._...._...._...._...._...._............................................ ................ _ ........................................... L.P. STA _ 2+47.68 955 955 955 = 955 955 955 ............................................_...._...._...._...._...._...._............................................. .......... ELEV _ ............................................ PVI STA = 11+93.13.A.D. = 2.42% 950 PA STA. =. � +:00,00:................................................................. PVI- ELEV:. = .. 941.34 ........... : 9 j0 950 K 37 20 PVI = ::. STA 6+08 51 _ ::...:.... 950 950 ........................................... 950 PVI ELEV = 938.63. - ............: _ ._ . PVT - 2+70.00 PVI STA = 1+00 00• 945 :..........:..........:.....:....:....:....:....:....:....:....:.........:..........:..........:..... 945 945 ::.: ELEV ._ 940.63 ::...:.:.: 945 945 PVI ELEV = 942.23 PVI STA _ 5+30.23 945 . .. _ ELEV 940:09 .- .. - . . I _ . - 940 2 00% -0.60% 0.60% :..........:..... -0.649 940 940 - 829 .60% - 0 4� 6..°........ 940 940 84 ......... 0.84% ° 940 . ....:. 0. 0,. vC:.... _ .... _ ............... 50.00' VC 5. VC.- 40.00' -VC _ H.P. ELEV _ 942.91 50.00 VC - .... ........... ... V 70.00. C 935 H.P.L V = 941.91 L.P. ELEV:-_ 940.5;8 L.P. STA =5+2 00 - ' � - `:_ - : H.P. STA - : 9+:36.40 935 935 _ _ H;P. ELEV 941.12 935 935 L.P. ELEV = 939.86 935 :..........: ...H:P..STA = .2+83.46:....:....:. - --P _. -ST-A '5+25 00 - .--RVI�TA_-_: _ 9+37.00 .. - - ..... - - _ - - - - I+P: -aTX - -4+-53.84 _ - - - - -.-.-.- -tP STA A+00.38 - - T - - _-_ -P�ll�TA--2+-79:49---- P _ VI ELEV = 940:50 _ _ . - PVI ELEV � 94� 9� - --- _ PVI STA - 1 +00.00 _ - PVI STA 4+:54 63 ------- _ - PVI :STA . 4+00.40 930 :..........:....A.D..= PVI ELEV = 942.03 A.D. = 1.20% :..........: A.D. = -1.24% 930 PVI ELEV= 942.09 PVI ELEV _ 941.19 930 :....:....:....:... PVI ;ELEV = ;939.71 930 .=2..6.0 ....:....: .K -- - - -67 .......... _ ... _ K - 32 .33. ............................ - - . - .24% .... A D 1 - .... A.D. = 1.68% ..... K _. 19.2.3 PVC _ 2+45.0.0 PVC.. 5+00.;00;; � � PVC T 9 +17:00 = K: 40:34 = K 41.6.9 925 :.....:.....:....PV.T _ PVT = 5+50.00 = :..........:. PVT - 9+57.00 925 925 ::.:.::.:.:.::.:.:.:.:.::.:.:.:. PVC ;_ ;4+29.63 925 925 :....:....:....:....:.. PVC: _: 3+65.40 925 .2+95.00....:....:.... . ELEV = 94.0.65 V ELEV - - -942-.85 _ .PVT - -4+79.63 .PVT �_ �4+35.40 ELEV = 941.53 ELEV _ 94:0.65 : ELEV _ 942.84 ELEV _ 941.:04 ELEV = .940:00 920 ELEV = 941.88 920 92O ELEV = 941.03 92O 92O :: :: ELEV = 940;00 920 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 1 2 3 4 5 6 STREET 13 970 970 STREET 14 STREET 12 n N 01 T- N.� �.� . �.p N.O �.� �.O N.� O.O� . 960 960 950 950 9 65 �.. �:I*- �:.. �:�.. �:.. :.. :a;.. :.. - :� 965 �P) ..a. �r7 ... �r7 ..a. �r7 r7 r7 ..a. ... �r7 r7 r7 ..a. . :. �r7 . 955 �oNCV o:� o:0) N N N_ o:0) N:� ,_ �:o 955 .O � 10 945 �.� .00 T_ .O _tn �.O . �.� �.� �.� N.Ui 945 960 . . . 960 .. :.:::. ...... r , �j r7 trj �.� �.� ..:::. :.:::. r , M . r7 �.� r7 ............................................. ........................................................................................................ . . . . M.� M.� M.� M.� . . . ... . 50.00 vc - 950 . . . ... . . . ... . . . ... . . 950 :. PVI STA _ 1+00.00 PVI STA _ 4+85.04 . 940 PV..ELEV.. .ELEV _ .9 _ . 955 .........................H.P. . ... . . . ... H.P. ELEV -STA = = 939..5.2 .6+1.5.00........................................... ..... . ....................................................... PVI STA = 1+00.00 - PVI: STA. _. 5+90:56 _ .938.50:.. . ... -� 92q . . PVI TA =: S 6 +15.:00 945 PVI ELEV = :939.84 .................................................. PVI ELEV 939.51 945 935 0.87% 935 950 PVI -ELEV = 939.-59 . ... . . . ... . . . ... . . . .. . . .. . 950 . . __.......... ..................................:A,D:. �. -.1,20 _ 105.00' : Vc-=- = - _ - -._- . . . K: = 41.57 940 .... =0.609:.:.: ......: � 0.6 o .. . - .62�: 940 930 L.P. - _ ELEV = 9:34:88 .. .. ....... 930 .. 945 ... . . . ... . PVC . . . PVT - 5+90.00 6 ... +40. . . . STA = 9+18.91 945 50.00' VC . . 50,00' VC . ...L.P.� PVI STA _� 3+24.67 ... ................... STA = 3+-05.00 ................ .............. PVI STA- = 1+00.00 _. ELEV = ..... ............... 939.44 . _ _PVI . .... PVI ELEV = .. ........ 939.86 935 L.P. ELEV .= 938.96. :H.P. ELEV =:940.12 935 925 PVI : ELEV = 9.34.57 925 940 PVI :ELEV: _ 936.9:3:: EL _ . . . ELEV - 939.44 .. .. . . . ... � .P: STA �= :2+60.00......... L � •� � _ � +� PVI STA 4+8{ 06 - - - -:- ........................ ... A. . . . _0.609........ fl.60 ........... -0.609.............0 .85%..:. PVI STA = 2+60.00 = PVI X940 . . . K = 37.65 0.84% . 930 PVI ELEV = 938.88 E-!- EL _ . . 2. . . 50.00' . VC . ... . . . 5.0 0 V 0 C V 6 .0 C . .. 137' = 7:.: ° A.2D _: .. A.D. = --1-.22% ............ . 920 PVC = 2+:52:50 920 935 - '� H.P.. ELEv.-= -9391-... - - _ : = _ L. ELEV =. 938._74 L.P. ELEV = 938:74 935 . K = 41.67 K = 40.85 :.PVT = 3+:57.50 .....:.........:.........:. _ H.P.- STA 3+74 18 ......:... = - - L P STA �+-6(�-00--:= L Py--ST-4 = -7+69.•75• 925 PVC = 2+35.00 PVC - 4+55.00 925 ELEV = 935.58. - VI: STA = 3+70:00 _ ; _ _ - PVI STA :- 4+60.00 = PVI STA : 7+75.00 PVT = 2+85.00 :.. _ PVT - 5+05.00 915 ELEV = 9:35:03 . 915 930 PVI ELEV = 939:20 PVI ELEV-.= 938:66 PVI ELEV = 938.63 930 ELEV = 939.03 ELEV = .940.05 1 2 3 4 5 . A.D. _ -1.44% A,D. = 1:20% . A.D.- = 1.45% 92O ELEV = 939.03 ELEV = :940.04 920 K=34:70 K=4:1.67 K_: 41.25: 925 PVC = 3+45:00 PVC = 4+35.00 PVC- _ 7+45:00 925 1 2 3 4 5 6 ................................................................................................ PVT = 3+95.00 PVT _ 4+85.00 . . ........ PVT- = 8+05.00 ELEV: = 938:99 ELEV = 938.81: ELEV = 938.81 920 . ELEV'= 939:05 ELEV = 938.81 ELEV = 938.89 920 1 2 3 4 5 6 7 8 9 10 STREET 15 970 970 965 O M op.� �.� CO.p o7 �a; 'LO�a; ��o�o - 965 r7.......�. .......�. .......F).� .......�. .......�. ...... . 960 . _ . ... . _ . ... . _ . ... . _ ... . _ . ... . _ . ... . _ . . . .. 960 ........................... 50:00' . VC .................. . ....... . • . . • . L.P. ELEV 939.68 - 955 ... . . . . . L.P. STA _. 2+49'99.! . . . . 955 ............................ PVI_ TA- _..2+50-.00 ................ . . . . . . • . . . . . - PVI ELEV =- 939.60 - 950 PVI STA = 1+00.00. - A.D. := 1.20% - - 950 PVI ELEV _ '939.36, .. K. _..41.65 ......................... . . - • - • :PVC •= 2+25.00 PVI STA - 6+78:00 94.5 . . -PVT; 77 2;+75.00 PVI ELEV _ 940.11 945 .................. ....... ELEV -939.75....................... . . . . . . ELEV: = 939.75 - - 940 -0:609 - 0.607... '.0.60 0.60%: - ov ........................... 940 - 50.00 VC - - 50.00' VC - 935 = : H.R _ELEV :939.86 H.P. -ELEV _ 941.06 935 ��. H.P: STA- _ -1+9�5:00- -.- H,P.. sTA. �r5+e6.�o- . _ - PVI SQA = 1+95.00 - -" eVl STA- _ : 5+06:50 93O : PVI ELEV = :939.93 - PVI ELEV _ 941.1-4 93O .. A.D: = -=1-.20% ...................... A.D.. _. -.1,20% .... . . - :K = 41.67 :: - - ::K = -41.63: 925 = :PVC = 1+70.00 = _ PVC- 4+81.50 925 ..........P -VT- _ 2+20.00 .................... PVT. �. 5+31.50.. -.. . . : ELEV = 939:.78 - ELEV: _ 940.99 - 920 - :ELEV :_ 939:78 - - ELEV- _ 940.99 - 920 0' 100' 200' 300' 1 2 3 4 5 6 7 NOT FOR CONSTRUCTION Date. 11/29/16 sheet: 21 of 27 Adelaide 0008463DTP03.dw Westwood I hereby certify that this plan was prepared se me or under AL direct supervision and that i a duly licensed PROFESSIONAL �' �H II Prepared for: ENGINEER under the laws of the State of Minnesota t 12/13/16 Revised wetland Delineation CITY COMMENTS lam:�H IIOP5 Adelaide LLC02/05/17 Landing Street Profiles Phone (952) 937-5150 7699 Anagram Drive 03/10/17 CITY COMMENTS Fax (952) 937-5822 Toll Free (888) 937-5150 Eden Prairie, MN 55344 westwoocips.com Francis D. Hagen II, PEg 1660 Highway Y 100 South, Suite 400 Westwood Professional Services, Inc. 02/05/17 17716 Record orawdng by�date: St. Louis Park, MN 55416 Hugo, MN L Licase Na © 2016 Westwood Professional Services, Inc. COMMON/BOTANICAL NAME Call 48 Hours before digging: 811 or call811.com Common Ground Alliance SIZE SPACING O.C. Thornless Autumn Blaze Maple / Acer x freemanii 'Jeffers Red' 1.5"-2.5" AS BB AS SHOWN 6' HT., BB CLUMP Sienna Glen Maple / Acer x freemanii 'Sienna' 1.5"-2.5" Autumn Brilliance Serviceberry / Amelanchier x grandiflora 'Autumn Brilliance' BB AS SHOWN Prairiefire Skyline Honeylocust / Gleditsia triacanthos var. inermis 'Skycole' 1.5"-2.5" AS BB AS SHOWN 1.5" BB Northern Pin Oak / Quercus ellipsoidalis 1.5"-2.5" Spring Snow Crab / Malus 'Spring Snow' BB AS SHOWN AS Swamp White Oak / Quercus bicolor 1.5"-2.5" Date. 11/29/16 sheet: 22 OF 27 BB AS SHOWN Red Oak / Quercus rubra 1.5"-2.5" BB AS SHOWN 321 Boulevard Linden / Tilia americana 'Boulevard' 1.5"-2.5" Ornamentals: BB AS SHOWN Accolade Elm / Ulmus japonica x wilsoniona 'Morton' 1.5"-2.5" 312 BB AS SHOWN Princeton Elm / Ulmus americana 'Princeton' 1.5"-2.5" NOTES BB AS SHOWN River Birch / Betula nigra 6'-8' HT., BB CLUMP AS SHOWN Thornless Cockspur Hawthorn / Cratoegus crus—galli var. inermis 1.5" BB AS SHOWN Japanese Tree Lilac / Syringa reticulata 6' HT., BB CLUMP AS SJOWN Autumn Brilliance Serviceberry / Amelanchier x grandiflora 'Autumn Brilliance' 6' HT., BB CLUMP AS SHOWN Prairiefire Crab / Malus 'Prairiefire' 1.5" BB AS SHOWN Profusion Crab / Malus 'Profusion' 1.5" BB AS SHOWN Spring Snow Crab / Malus 'Spring Snow' 1.5" BB AS SHOWN Black Hills Spruce / Picea glauca densato 6' HT., BB AS SHOWN Colorado Green Spruce / Picea pungens 6' HT., BB AS SHOWN White Pine / Pinus strobus 6' HT., BB AS SHOWN Ponderosa Pine / Pinus ponderosa 6' HT., BB AS SHOWN Norway Pine / Pinus resinosa 6' HT., BB AS SHOWN NOTES: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. REFER TO FINAL LANDSCAPE PLANS FOR SPECIES LOCATIONS AND QUANTITIES. Planting Legend DENOTES STREET TREE O Landscape Requirement Calculations TREE TO REMAIN AV - DENOTES BUFFER EVERGREEN 7F MINIMUM LOT REQUIREMENTS: DENOTES BUFFER DECIDUOUS & 624 TREES TREE TO BE REMOVED 2 Trees per Residential Lot (312 lots) (Excludes 7 future lots by others) Phone (952) 937-5150 7699 Anagram Drive TREE TO BE REMOVED *NOTE: OVERALL TOTAL TREES PROVIDED: 1,417 CONDITIONS, AND SHALL BE PLANTED IN A LOCATION THAT DOES TREES SEWER & WATER CONNECTION OR DRIVEWAY LOCATIONS. Highway 100 South Suite g Y 400 • STREET TREES: Westwood Professional Services, Inc. L 467 TREES NOT FOR CONSTRUCTION o' 200' 400' 600' • OTHER BUFFER/SCREENING TREES: Date. 11/29/16 sheet: 22 OF 27 638 TREES Overstory: 183 Trees Evergreens: 321 Trees Ornamentals: 134 Trees • FUTURE YARD TREES (BY BUILDER) (1/LOT): 312 TREES To be installed by builder after home construction is complete NOTES * 1 FRONT YARD TREE TO BE PLANTED ON ALL 65', 70' & 85' SINGLE FAMILY LOTS * 1 REAR YARD TREE TO BE PLANTED ON ALL VILLA & 50' SINGLE FAMILY LOTS Planting Legend DENOTES STREET TREE O DENOTES EXISTING DECIDUOUS Prepared for: �'��' � TREE TO REMAIN AV - DENOTES BUFFER EVERGREEN 7F DENOTES EXISTING CONIFEROUS DENOTES BUFFER DECIDUOUS & TREE TO REMAIN DENOTES EXISTING DECIDUOUS TREE TREE TO BE REMOVED DENOTES BUFFER ORNAMENTAL DENOTES EXISTING CONIFEROUS Phone (952) 937-5150 7699 Anagram Drive TREE TO BE REMOVED *NOTE: REFER TO FINAL LANDSCAPE PLANS FOR PLANT SELECTIONS AND SIZING. STREET TREES SHOWN ON PLAN ARE FOR ILLUSTRATIVE PURPOSES ONLY, SUBJECT TO FIELD AND SITE CONDITIONS, AND SHALL BE PLANTED IN A LOCATION THAT DOES NOT INTERFERE WITH CURBSTOPS, INDIVIDUAL SEWER & WATER CONNECTION OR DRIVEWAY LOCATIONS. Highway 100 South Suite g Y 400 Landscape Plan Westwood Professional Services, Inc. L i 02/05/17 License No. 26971 Record PN!mj g by/`ate NOT FOR CONSTRUCTION o' 200' 400' 600' Date. 11/29/16 sheet: 22 OF 27 Adelaide I 0008463PLPOl.dw Westwood I hereby certify that this plan was prepared me or under my direct supervision and that i am duly licensed PROFESSIONAL Prepared for: �'��' � Overall ARCHTCECT under the laws of the State of Minnesota 12/13/16 Revised Wetland Delineation 02/05/17 CITY COMMENTS OP5 Adelaide LdinanLANDSCAPE g Preliminary Phone (952) 937-5150 7699 Anagram Drive 03/10/17 CITY COMMENTS Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Cory Meyer DraWn: brw 1660 Highway 100 South Suite g Y 400 Landscape Plan Westwood Professional Services, Inc. L i 02/05/17 License No. 26971 Record PN!mj g by/`ate St. Louis Park, MN 55416 Hugo, MN C) 2016 Westwood Professional Services. Inc � 1 I tS E ISTIN TREES TO E REMOVED: �: 1 • D • ± 0"40" BUR AK 93936 I ± 0"-40" RED AK 2 • 3± 0" BLACK C ERRY I • 2± 0" BOXELDER 3 iC� ..J QIP`=1410M!OI 11 =�l O N Iii! rel TREE TO REMAIN Oil; in .9 111 DENOTES BUFFER DECIDUOUS TREE TO REMAIN DENOTES EXISTING DECIDUOUS TREE r DENOTES BUFFER ORNAMENTAL Call 48 Hours before digging: 811 or call811.com Planting Notes Common Ground Alliance 1. CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5. CONTRACTOR SHALL PROVIDE ONE YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA—GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL—IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 11. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 12. PRUNE PLANTS AS NECESSARY — PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 13. WRAP ALL SMOOTH—BARKED TREES — FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 14. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 15. BACKFILL SOIL SHALL BE NATIVE TOP SOIL FROM SITE AND ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW) FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS. MINIMUM 4" DEPTH OF NATIVE TOPSOIL SHALL BE PROVIDED FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR ALL TREES. 16. FOUR INCHES OF SHREDDED HARDWOOD MULCH SHALL BE USED AROUND ALL TREES WITHIN TURF AREAS. MULCH TO BE FREE OF DELETERIOUS MATERIAL. 17. EDGING TO BE SPADED EDGE, UNLESS OTHERWISE INDICATED. SPADED EDGE TO PROVIDE V—SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREES TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. 18. ALL DISTURBED AREAS TO BE SODDED UNLESS OTHERWISE NOTED. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. 22. PROVIDE IRRIGATION TO ALL STREET TREES PLANTED ON SITE. TREES WITHIN NATIVE SEEDED OUTLOTS WILL NOT BE IRRIGATED. 23. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEMS ARE OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 24. REPAIR & REPLACE EXISTING TURF AREAS AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 25. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. Planting Legend DENOTES STREET TREE O DENOTES EXISTING DECIDUOUS TREE TO REMAIN DENOTES BUFFER EVERGREEN DENOTES EXISTING CONIFEROUS DENOTES BUFFER DECIDUOUS TREE TO REMAIN DENOTES EXISTING DECIDUOUS TREE TREE TO BE REMOVED DENOTES BUFFER ORNAMENTAL DENOTES EXISTING CONIFEROUS TREE TO BE REMOVED *NOTE: Date. 1 1/29/16 Sheet. OF27 REFER TO FINAL LANDSCAPE PLANS FOR PLANT SELECTIONS AND SIZING. STREET TREES SHOWN ON PLAN ARE FOR ILLUSTRATIVE PURPOSES ONLY, SUBJECT TO FIELD AND SITE CONDITIONS, AND SHALL BE PLANTED IN A LOCATION THAT DOES NOT INTERFERE WITH CURBSTOPS, INDIVIDUAL SEWER & WATER CONNECTION OR DRIVEWAY LOCATIONS. Adelaide NOT FOR CONSTRUCTION 0° 100' 200' 300' C:) n :.. ..............:. ....:: :.: ... :... ........ . Date. 1 1/29/16 Sheet. OF27 Adelaide 0008463PLP02.dw Westwood I hereby certify that this plan was prepared me or under my direct supervision and that i am duly licensed PROFESSIONAL Prepared for: � � LANDSCAPE ARCHTCECT under the laws of the State of Minnesota 12/13/16 Revised Wetland Delineationg Landin Preliminary 02/05/17 CITY COMMENTS' OP5 1 Adelaide Phone (952) 937-5150 7699 Anagram Drive 03/10/17 CITY COMMENTS Landscape Plan Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Drawn: NTM 1660 Highway 100 South, Suite 400 Cory Meyer Westwood Professional Services, Inc. L Dater 02/05/17 iicmse No. 26971 Record Drawing by datc St. Louis Park, MN 55416 Hugo, MN C) 2016 Westwood Professional Services. Inc I ) D w M. QV o p ... .,�. o 2 ...................................... o.. s :.....:: .....1.::. / . . �i 2,.. -. -. .. n. 14 Planting Details Call 48 Hours before digging: 811 or ca11811.com Common Ground Alliance Planting Legend PRUNE OUT MISDIRECTED BRANCHES. O PROVIDE ONE CENTRAL LEADER. GUYING AND STAKING, AS REQUIRED, FIDECIDUOUS FOR ONE (1) YEAR ON ALL LANDSCAPE ARCHTfECT under the laws of the State of Minnesota 12/13/16 Revised Wetland Delineation AND CONIFEROUS TREES: �V s TOP STAKES 5' ABOVE GROUND LandingPreliminary (MAX.) OR TO FIRST BRANCH. o BOTTOM OF STAKE 3' (MIN.) P ° 8d ' BELOW GROUND. STAKING POSTS o 9 4 TO BE 2"X2" STAINED WOOD OR •off i5 °94 PAINTED STEEL DELINEATOR 03/10/17 CITY COMMENTS POSTS. PLACE 3 POSTS �o D 0 � EQUIDISTANT AROUND AND pP ,.,R6 OUTSIDE ROOT BALL. SECURE Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com TREE TO POSTS WITH 16" LONG Drawn: NTM 1660 POLYPROPYLENE OR 400 POLYETHYLENE, 40 MIL., 1.5" WIDE STRAP. 02/05/17 26971 Record Draw4tg /dam St. Louis Park, MN 55416 TREE WRAP MATERIAL FROM L D i�ae No. GROUNDLINE UPWARD TO FIRST BRANCHES, AS REQUIRED. PLACE MULCH, DEPTH AS SPECIFIED, 2X BALL OVER PLANT PITS - DO NOT PILE DIAMETER IX AGAINST TRUNK. IIII II _ FORM 3" DEEP WATERING BASIN. II., III—III III ;= = - BACKFILL PLANT PIT WITH SPECIFIED III011I II- BACKFILL SOIL. SCARIFY SIDES AND BOTTOM OF HOLE. III `;.::::::::•— _ :::.: III - REFER TO AMERICAN STANDARD FOR _ -III—I�' 111-III=� NURSERY STOCK FOR MINIMUM BALL SIZE. ROOT FLARE TO BE PLANTED AT OR NEAR FINISHED GROUNDLINE. SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDLINE WITH FINISHED SITE GRADE. N.T.S. LAST REVISED: ". DECIDUOUS TREE 04/05/16 PLANTING LA28 PRUNE OUT MISDIRECTED BRANCHES. PROVIDE ONE CENTRAL LEADER. GUYING AND STAKING AS REQUIRED, FOR ONE (1) YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES: TOP STAKES 5' ABOVE GROUND (MAX.) OR TO FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.) BELOW GROUND. STAKING 80 POSTS TO BE 2"X2" STAINED d g� WOOD OR PAINTED STEEL 0 00 epi ' DELINEATOR POSTS. PLACE 3 00 00 POSTS EQUIDISTANT AROUND AND OUTSIDE ROOT BALL. SECURE TREE TO POSTS WITH 16" LONG POLYPROPYLENE OR POLYETHYLENE, 40 MIL., 1.5 i WIDE STRAP. p 9 I PLACE MULCH, DEPTH AS SPECIFIED, OVER PLANT PITS - 2 X BA DO NOT PILE AGAINST TRUNK. _ DI FORM 3" DEEP WATERING BASIN. ,IL-III-�II-I�IIIII�I BACKFILL PLANT PIT WITH :. �I-III— SPECIFIED BACKFILL SOIL. SCARIFY SIDES AND BOTTOM OF HOLE. 1—IIS -I�IIIII REFER STANDARD ,III— I ,I11= �I=III- FFORNURS R^STOCK FOR MINIMUM BALL SIZE. ROOT FLARE TO BE PLANTED AT OR NEAR FINISHED GROUNDLINE. SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDLINE WITH FINISHED SITE GRADE. N.T.S. LAST REVISED: ". EVERGREEN TREE 06/05/13 PLANTING LA29 Planting Legend *NOTE: REFER TO FINAL LANDSCAPE PLANS FOR PLANT SELECTIONS AND SIZING. STREET TREES SHOWN ON PLAN ARE FOR ILLUSTRATIVE PURPOSES ONLY, SUBJECT TO FIELD AND SITE CONDITIONS, AND SHALL BE PLANTED IN A LOCATION THAT DOES NOT INTERFERE WITH CURBSTOPS, INDIVIDUAL SEWER & WATER CONNECTION OR DRIVEWAY LOCATIONS. NOT FOR CONSTRUCTION Adelaide 0' 100' 200' 300' Date: 11/29/16 sheet: 24 OF 27 0008463PLP03.dw Westwood DENOTES STREET TREE O DENOTES EXISTING DECIDUOUS TREE TO REMAIN LANDSCAPE ARCHTfECT under the laws of the State of Minnesota 12/13/16 Revised Wetland Delineation DENOTES BUFFER EVERGREEN DENOTES EXISTING CONIFEROUS LandingPreliminary DENOTES BUFFER DECIDUOUS & TREE TO REMAIN DENOTES EXISTING DECIDUOUS CLIAP O 5 TREE LL C TREE TO BE REMOVED DENOTES BUFFER ORNAMENTAL 03/10/17 CITY COMMENTS DENOTES EXISTING CONIFEROUS TREE TO BE REMOVED *NOTE: REFER TO FINAL LANDSCAPE PLANS FOR PLANT SELECTIONS AND SIZING. STREET TREES SHOWN ON PLAN ARE FOR ILLUSTRATIVE PURPOSES ONLY, SUBJECT TO FIELD AND SITE CONDITIONS, AND SHALL BE PLANTED IN A LOCATION THAT DOES NOT INTERFERE WITH CURBSTOPS, INDIVIDUAL SEWER & WATER CONNECTION OR DRIVEWAY LOCATIONS. NOT FOR CONSTRUCTION Adelaide 0' 100' 200' 300' Date: 11/29/16 sheet: 24 OF 27 0008463PLP03.dw Westwood I hereby certify that this plan was prepared me or under myRevisions: direct supervision and that i am duly licensed PROFESSIONAL Prepared for: a � LANDSCAPE ARCHTfECT under the laws of the State of Minnesota 12/13/16 Revised Wetland Delineation LandingPreliminary 02/05/17 CITY COMMENTS' CLIAP O 5 Adelaide LL C Phone (952) 937-5150 7699 Anagram Drive 03/10/17 CITY COMMENTS Landscape Plan Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Cory Meyer Drawn: NTM 1660 Highway 100 South, Suite 400 Westwood Professional Services, Inc. 02/05/17 26971 Record Draw4tg /dam St. Louis Park, MN 55416 Hugo, MN L D i�ae No. r 1u l b westwooa F'rotessionai Jervices, Inc. Z±-1 V ' I /lVlWC 111V �WAT— W.AT WAT WAT SAN SAN SAN SAN AN Call 48 Hours before digging: 811 or call811.com Common Ground Alliance Planting Legend DENOTES STREET TREE O DENOTES EXISTING DECIDUOUS Prepared for: a � TREE TO REMAIN DENOTES BUFFER EVERGREEN DENOTES EXISTING CONIFEROUS DENOTES BUFFER DECIDUOUS TREE TO REMAIN DENOTES EXISTING DECIDUOUS TREE TREE TO BE REMOVED DENOTES BUFFER ORNAMENTAL DENOTES EXISTING CONIFEROUS Landin TREE TO BE REMOVED *NOTE: 02/05/17 CITY COMMENTS' REFER TO FINAL LANDSCAPE PLANS FOR PLANT SELECTIONS AND SIZING. STREET TREES SHOWN ON PLAN ARE FOR ILLUSTRATIVE PURPOSES ONLY, SUBJECT TO FIELD AND SITE CONDITIONS, AND SHALL BE PLANTED IN A LOCATION THAT DOES NOT INTERFERE WITH CURBSTOPS, INDIVIDUAL SEWER & WATER CONNECTION OR DRIVEWAY LOCATIONS. Phone (952) 937-5150 7699 Anagram Drive 03/10/17 CITY COMMENTS NOT FOR CONSTRUCTION Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com 0' 100' 200' 300' Date. 11/29/16 sheet: 25 OF 27 Adelaide I 0008463PLP04.dw Westwood I hereby certify that this plan was prepared me or under myRevisions. direct supervision and that i am duly licensed PROFESSIONAL Prepared for: a � LANDSCAPE ARCHTCECT under the laws of the State of Minnesota 12/13/16 Revised Wetland Delineation Landin Preliminary 02/05/17 CITY COMMENTS' CLIA OP5 1 Adelaide g Phone (952) 937-5150 7699 Anagram Drive 03/10/17 CITY COMMENTS Landscape Plan Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Cory Meyer Drawn: NTM 1660 Highway 100 South, Suite 400 Westwood Professional Services, Inc. 02/05/17 26971 Reco>d >1� W dam St. Louis Park, MN 55416 Hugo, MN L License No. ® 2016 Westwood Professional Services. Inc A•110, �� I ��► �O� �� �►�' '�ii������ 0 moo' .� �� iso . , . �;. v1►yyi� I � o00 '1 �'� �� ► ���_ ��� - ��,' �i��` �- r� �/� O .� • ` roe i 11 ��- .� �,, .: ail► � �� � . �, 'E�1 t "MR A✓�'I' —, ��� - �.� .: _ _ .Q� I � • �# �� v �e • ��� • � rCh _' rd� G`����;��1��'i�� V 0 p� O / 11 • • •inET I❑ ERR 0 -- -�' ':�� __j � 1 S / / c / qss L0 -X I U - I D OlDr-MIAll CLIVI 6± 10"-30" PIN OAK 5± 15"-30" SUGAR MAPLE 5± 10"-15" BALSAM FIR 1- 30" AMERICAN ELM EXISTING HOMESTEAD TREES TO REMAIN: 5± 15"-45" PIN OAK Call 48 Hours before digging: 811 or call811.com Common Ground Alliance Planting Legend DENOTES STREET TREE O DENOTES EXISTING DECIDUOUS TREE TO REMAIN DENOTES BUFFER EVERGREEN DENOTES EXISTING CONIFEROUS DENOTES BUFFER DECIDUOUS TREE TO REMAIN DENOTES EXISTING DECIDUOUS TREE Preliminary TREE TO BE REMOVED DENOTES BUFFER ORNAMENTAL CLIA OP5 DENOTES EXISTING CONIFEROUS g TREE TO BE REMOVED *NOTE: 03/10/17 CITY COMMENTS REFER TO FINAL LANDSCAPE PLANS FOR PLANT SELECTIONS AND SIZING. STREET TREES SHOWN ON PLAN ARE FOR ILLUSTRATIVE PURPOSES ONLY, SUBJECT TO FIELD AND SITE CONDITIONS, AND SHALL BE PLANTED IN A LOCATION THAT DOES NOT INTERFERE WITH CURBSTOPS, INDIVIDUAL SEWER & WATER CONNECTION OR DRIVEWAY LOCATIONS. Drawn: NTM 1660 Highway 100 South, Suite NOT FOR CONSTRUCTION Adelaide 0' 100' 200' 300' Date: 11/29/16 sheet: 26 OF 27 0008463PLP05.dw Westwood I hereby certify that this plan was prepared me or under myRevisions. direct supervision and that i am duly licensed PROFESSIONAL Prepared for: �g� � LANDSCAPE ARCHTCECT under the laws of the State of Minnesota 12/13/16 Revised Wetland Delineation Landin Preliminary 02/05/17 CITY COMMENTS' CLIA OP5 Adelaide g Phone (952) 937-5150 7699 Anagram Drive 03/10/17 CITY COMMENTS Landscape Plan Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Cory Meyer Drawn: NTM 1660 Highway 100 South, Suite 400 Westwood Professional Services, Inc. 02/05/17 26971 te °° rd `"'PMin��LicenseSt. Louis Park, MN 55416 Hugo, MN L Dater License Na c2016 Westwood Professional Services, Inc. H WL J: I JLUrt POND On Ari CI IOCAnC TYPICAL POND CROSS—SECTION ® ADJACENT PROPERTIES N.T.S. 30' TYP. CORRIDOR 8' BIT. 10' SHOULDER TRAIL TYP. BUFFER VARIES WETLAND 3:1 SLOPE TYPICAL TRAIL CROSS—SECTION CSD POND 17 N.T.S. 3GRADE ELEV. )TEXTILE FILTER AGGREGATE DOT 3149.2H) PERF. PVC PIPE SDR 35 . �JTEXTILE FABRIC—TYPE II (MnDOT 3733) PERFORATED UNDER DRAIN DETAIL INSTALL AT LOW POINT AS DIRECTED BY THE ENGINEER NOTEe DRAINTILE INSTALLED 50' IN EACH DIRECTION FROM CATCH BASIN PERFORATED DRAIN TILE Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Toll Free (888) 937-5150 westwoodps.com Westwood Professional Services, Inc. I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed PROFESSIONAL ENGINEER under the laws of the State of Minnesota. Francis D. Hagen II, PE Date 02/05/17 License Na 17716 6" MIN. 13' TOPSOIL (TYP.) 3 1.5:1 SLOPE 2.0' BOC - 6" MIN. 15' TOPSOIL 3% f 1.5:1 SLOPE 2.0' BOCK 12/1 /116 Revised Wetland Delineation 02/05/17 CITY COMMENTS 03/10/17 CITY COMMENTS III I FP°� ROPO O/R 030 FOQ F/V�RgS o. N FR o dCr 910 g�qo oo� l=%�o n �� 2" WASHED COARSE AGGREGATE 6"MIN.DEPTH NOTES- 1. CRUSHED CONCRETE NOTALLOWED. 2. LENGTH AND WIDTH SUBJECT TO CHANGE BY ENGINEER 3. FABRIC REQUIRED UNDER ROCK FOR DRIVEWAYS LARGER THAN 24 FEET, HEAVY TRAFFIC, OR AS DIRECTED BY THE ENGINEER. PLATE NO. Hu-Ec-1 HUGO REVISION DATE ROCK CONSTRUCTION ENTRANCE 60' (ROW) 32' (F–F 34' (B–B 17' 17' 3�_0% PROFILE GRADE) / GRADING GRADE L40" STREETS 2,3 & 13 SIDEWALK & PARKING ONE–SIDE N.T.S. 6"Distance to CL Variable – 28' F–F) 60' (ROW) e—SLOPE 314"LFL Mr DOT B 624 28' (F–F) 30' B–B) 30' (B–B) IT,, 68"r 1l2 TOP OF BITUMINUS 15' 1 15' BASE 12' 6" Distance to C 1[ariable 2" r 3�_0% rdr 6" MIN. PROFILE GRADE) / GRADING GRADE L40" STREET 5 (sta 10+45-15+00) TRIAL ONE SIDE; NO PARKING N.T.S. OERECIOR PLATE OVERFLOW Ql - CEN7FR BF FILTER ASSEMBLY OVERFLOW (2 - rop OF CURB BUX 7a� Btr CURB CC -23 HIGH -R. HIGH-FLOW FABRIC Material: 1. The Road Drain -Curb & Gutter model consists of a reusable, open topped receptacle that sets inside the Strom sewer grate. An incorporation rear deflector plate is connected to the receptacle directing the water into the basin for filtration. 2. The Road Drain -Curb & Gutter model has a replaceable filter cartridge. 3. The Filter media shall meet all local specifications for inlet protection. Maintenance: 1. Check Filter media after each rain event. Clean or replace if sediment clogs filter. 2. Remove sediment and debris from the receptacle after each rain event. PLATE NO. HU -EC -4 HUGO WIMCO Curb &Gutter REVISION DATE Inlet Protection (Model CG23) I `> 6' Distance to CE Variable uz°r 3" r 3 1l2" r - �—SLOPE3/4IFT.a Mn/DOT B 618 2" r 6"Distance to CL Variable – 28' F–F) 3" r 41 �1/2"r e—SLOPE 314"LFL Mr DOT B 624 30' B–B) 28" r FACE OF CURB 16" IT,, 68"r 1l2 TOP OF BITUMINUS MAT - MODIFIED'S' DESIGN BASE 12' 6" Distance to C 1[ariable 2" r 6' 1 5' 11'10' rdr 6" MIN. 13"r1/2" Mn/DOT B 612 2% TOPSOIL (TYP.) 3% 3.0% NOTES: 1. MINIMUM OF 3" CLASS 5 AGGREGATE BASE UNDER ALL CURB AND GUTTER — PLATE NO.HU-STR-26 DATIE10N 10/0e/06 CONCRETE HUGOCURB & GUTTER SIDEWALK (TYP.), 111 A) Installation WIRE FENCING POST 1 SET POSTS AND 2 STAPLE THE WIRE EXCAVATE A MESH FENCING TO 6"X 6"TRENCH EACH POST TRENCH UPSLOPE ALONG THE 6"X 6" \ LINE OF THE POSTS INI-VIII=1111= \V 11111=11�I1-VIII- 11111=11111- �tl= J 11111-11111-1100 11111-11111=11111 -IIIIL-1111 11111-1111=11111 -IIIIL=-11111 =11111-L111 11711= -IIII=1101 111= III NIII FILTER FABRIC —>' 3 ATTACH THE FILTER 4 BACKFILL THE TRENCH FABRIC TO THE AND COMPACT THE WIRE FENCING AND EXCAVATED SOIL THE TRENCH COMPACTED BACKFILL 111191111-IIIII= 11111-11111-11111- 111119 N11�1111In 11111-111110 00 IIIIL=-11111=IIIII =IIIIL=-tllll IIIIL=-IllIm IIIII-IIIII IIIII=111111111 1111= �III= 1101 I BOTTOM OF DRAINAGE WAY LLA_B A ELEVATION: POINTS "A" SHOULD BE HIGHER THAN POINT "B" B) Maintenance 1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER AFTER EACH RAINFALL AND AT LEAST DAILY DURING EACH STORM EVENT. THEY MUST BE REMOVED WHEN PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL DEPOSITS REACH APPROXIMATELY 1/3 THE HEIGHT OF BE MADE IMMEDIATELY. THE BARRIER. 2. SHOULD THE FABRIC DECOMPOSE OR BECOME 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER INEFFECTIVE PRIOR TO THE END OF THE EXPECTED THE SILT FENCE OR FILTER BARRIER IS NO LONGER USEABLE LIFE AND THE BARRIER STILL BE NECESSARY, REQUIRED SHALL BE DRESSED TO CONFORM WITH THE THE FABRIC SHALL BE REPLACED PROMPTLY. EXISTING GRADE, PREPARED AND SEEDED. 5. WETLANDS ARE TO BE PROTECTED BY TWO ROWS OF H.D. SILT FENCE. DOUBLE H.D. SILT FENCE IS REQUIRED AROUND WATER BODIES, STEEP SLOPES, AND HIGHLY ERODIBLE SOILS. PLATE NO. HU -EC -2 �I HUGO PLACEMENT AND REVISION DATE CONSTRUCTION OF A SILT FENCE TYPICAL PAVEMENT NO SCALE 1 1/2" BIT. WEARING COURSE MNDOT SPEC 2360, TYPE SP 9.5 WEAR COURSE (3.B)(SPNWEA340B) TACK COAT, MnDOT 2357 2 1/2" BITUMINOUS BASE COURSE MNDOT SPEC. 2360, SP12.5 NON WEAR COURSE (3.B)(SPNWB330B) 12" CLASS 5 AGGREGATE BASE (100% CRUSHED) 24" MNDOT 2211 CLASS AGGREGATE SUB–BASE (100% CRUSHED) GEOTEXTILE FABRIC, FOR CLAY SUBSOILS – MIRAFI 50OX Designed: FM II Qw-ked: FDH H Drawn: DWR Record Drawing by/date Prepared for: 0F5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 50' (ROW) 28' F–F) 30' B–B) 15' 15' 3.0% PROFILE GRADE GRADING GRADE 40" Call 48 Hours before digging: 811 or call811.com Common Ground Alliance STREET 14 STREET 5 (sta 15+00-49+00 SIDEWALK & PARKING ONE–SIDE N.T.S. 50' (ROW) 28' (F–F) 30' B–B) 15' 1 15' 3�_0% PROFILE GRADE GRADING GRADE 1 40" STREETS 4,6,7,10 & 11 PARKING ONE–SIDE N.T S. Adelaide Landing , MN CONC. WALKWAY NO SCALE 3A32 CONCRETE SIDEWALK CLASS 5 AGGREGATE BASE J% CRUSHED GRAVEL) UunvIPACTED SUBGRADE 4' j5' 1% 2 SIDEWALK (TYP.), VERIFY LOCATION SURMOUNTABLE CURB & GUTTER 10' 3% SURMOUNTABLE CURB & GUTTER NOT FOR CONSTRUCTION Date: 11/29/16 Details Sheet: 27 OF 27 0008463DTP04.dw 54' (ROW) 28' F–F) 30' B–B) 7' 5' 1' 6" MIN. 12' 15' 15' 6' 1 5' 11'10' 6" MIN. 3% 2% TOPSOIL (TYP.) 3% 3.0% 3% 2% TOPSOIL (TYP.) — \ SIDEWALK (TYP.), I SIDEWALK (TYP.), VERIFY LOCATION VERIFY LOCATION 1.5:1 SLOPE SURMOUNTABLE 2.0' BOC PROFILE GRADE SURMOUNTABLE CURB & GUTTER GRADING GRADE CURB & GUTTER 1.5:1 SLOPE 2.0' BOCK 40" STREETS 1,8,9 & 15 SIDEWALK & PARKING ONE–SIDE N.T.S. 54' (ROW) 1 ~TRAIL _ 30' B–B� i EASEMENT 6' 8' 1 ' 12' 15' 1 15' 8' 4' (CITY OUTLOT) 4 1 10' 6" MIN. 6" MIN. 3% 2% TOPSOIL (TYP.) 3% 3.0% 3% 2% I — TOPSOIL (TYP.) 7 TRAIL (TYP.) I TRAIL (TYP.) 1.5:1 SLOPE SURMOUNTABLE 2.0' BOC PROFILE GRADE B618 CURB & 1.5:1 SLOPE CURB & GUTTER B618 CURB & GRADING GRADE GUTTER 2.0' BOCK GUTTER 40" STREET 12 (sta 1+00 TRAIL ONE SIDE; NO PARKING N.T.S. Designed: FM II Qw-ked: FDH H Drawn: DWR Record Drawing by/date Prepared for: 0F5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 50' (ROW) 28' F–F) 30' B–B) 15' 15' 3.0% PROFILE GRADE GRADING GRADE 40" Call 48 Hours before digging: 811 or call811.com Common Ground Alliance STREET 14 STREET 5 (sta 15+00-49+00 SIDEWALK & PARKING ONE–SIDE N.T.S. 50' (ROW) 28' (F–F) 30' B–B) 15' 1 15' 3�_0% PROFILE GRADE GRADING GRADE 1 40" STREETS 4,6,7,10 & 11 PARKING ONE–SIDE N.T S. Adelaide Landing , MN CONC. WALKWAY NO SCALE 3A32 CONCRETE SIDEWALK CLASS 5 AGGREGATE BASE J% CRUSHED GRAVEL) UunvIPACTED SUBGRADE 4' j5' 1% 2 SIDEWALK (TYP.), VERIFY LOCATION SURMOUNTABLE CURB & GUTTER 10' 3% SURMOUNTABLE CURB & GUTTER NOT FOR CONSTRUCTION Date: 11/29/16 Details Sheet: 27 OF 27 0008463DTP04.dw May 2017 May 2017 June 2017 Su Mo Tu We Th Fr Sa Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 1 2 3 7 8 9 10 11 12 13 4 5 6 7 8 9 10 14 15 16 17 18 19 20 11 12 13 14 15 16 17 21 22 23 24 25 26 27 18 19 20 21 22 23 24 28 29 30 31 25 26 27 28 29 30 SUNDAY MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY SATURDAY Apr 30 May 1 2 3 4 5 6 7:00pm City Council 11:30am NYFS Lunch Meeting (Midland Hills) 7 8 9 10 11 12 13 6:30pm BOZA 7:00pm Planning Commission 14 15 16 17 18 19 20 5:00pm EDA Meets 7:00pm Parks 7:00pm City Council Meeting 6:30pm Historical Commission 21 22 23 24 25 26 27 5:00pm Burger Night 6:30pm BOZA (Hugo Legion) 7:00pm Planning Commisison 28 29 30 31 Jun 1 2 3 Memorial D Meetings in Green are scheduled/posted meetings 1 4/27/2017 2:34 PM June 2 017 June 2017 my 2017 Su Mo Tu We Th Fr Sa Su Mo Tu We Th Fr Sa 1 2 3 1 4 5 6 7 8 9 10 2 3 4 5 6 7 8 11 12 13 14 15 16 17 9 10 11 12 13 14 15 18 19 20 21 22 23 24 16 17 18 19 20 21 22 25 26 27 28 29 30 23 24 25 26 27 28 29 30 31 SUNDAY MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY SATURDAY May 28 29 30 31 Jun 1 2 3 4 5 6 7 8 9 10 Good Neiqhbor Days 7:00pm City Council Meeting 6:30pm BOZA 7:00pm Planning Commission 11 12 13 14 15 16 17 Good Neiqhbor Days 7:00pm Comp Plan LMC Annual Conference (Rochester) Workshop 18 19 20 21 22 23 24 S:00pm EDA Meets 7:00pm Parks 6:30pm BOZA 7:00pm City Council Meeting - Michele 6:30pm Historical 7:00pm Planning Commission Commisison 25 26 27 28 29 30 Jul 1 5:00pm Burger Night (Hugo Legion) Meetings in Green are scheduled/posted meetings 2 4/27/2017 2:34 PM