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2017.10.02 CC Packet
AGENDA HUGO CITY COUNCIL MONDAY, OCTOBER 2, 2017 - 7:00 PM HUGO CITY HALL A. CALL TO ORDER B. ROLL CALL C. PLEDGE OF ALLEGIANCE D. APPROVAL OF MINUTES 1. September 16, 2017 Fire Department Practice Burn 2. September 18, 2017 Hopkins School Open House 3. September 18, 2017 City Council Meeting E. APPROVAL OF AGENDA F. APPOINTMENTS/PRESENTATIONS 1. 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 Public Works Worker Adam Greeder 3. Pay Request No. 4 from T.A. Schifsky's for the North Sunset Lake Street Reconstruction Project 4. Pay Request No. 1 from Geislinger & Sons Inc for the Beaver Ponds Sanitary Sewer Project 5. Approve Proclamation for October Toastmaster Month 6. Approve Communications Facility Lease with Connexus Energy 7. Approve Appointment of Planning Commissioner Scott Arcand on the Board of Zoning Adjustments 8. Approve the Replacement of Public Works Vehicle 102-07 9. Approve the Replacement of Public Works Vehicle 114-07 10. Approve the Replacement of Public Works Vehicle 112-06 11. Approve Resolution Adopting the Everton Avenue AUAR Update 12. Approve Resolution Approving Adelaide Landing Final Plat and Development Agreement 13. H. PUBLIC HEARING 1. Assessments for North Sunset Lake Street Improvement Project I. UNFINISHED BUSINESS 1. 2. J. NEW BUSINESS 1. 2. K. VISITOR PRESENTATIONS 1. 2. L. COUNCIL PRESENTATIONS 1. Yellow Ribbon Network Report 2. M. ADMINISTRATIVE PRESENTATIONS 1. 25 by 25 MN Water Meeting on Thursday, October 5, 2017 2. Manufacturing Day Open House at Wilson Tool on Friday, October 6, 2017 3. Fire Department Open House and Fun Run on Saturday, October 7, 2017 4. Citywide Bus Tour on Saturday, October 7, 2017 5. Fall Cleanup on Saturday, October 14, 2017 6. Yellow Ribbon Fundraiser BBQ Rib Cook -off on Saturday, October 14, 2017 7. Comprehensive Plan Open House on Wednesday, December 6, 2017 8. City Holiday Party Thursday, December 14, 2017 9. N. ADJOURNMENT BACKGROUND MEMO FOR THE CITY COUNCIL MEETING ON MONDAY, OCTOBER 2, 2107 D.1 September 16, 2017 Fire Department Practice Burn D.2 September 18, 2017 Hopkins School Open House D.3 September 18, 2017 City Council Meeting Staff recommends Council approve the above meeting minutes as presented. G.1 Approval of Claims City staff recommends Council approve the Claims Roster as presented. G.2 Approve Annual Performance Review for Public Works Worker Adam Greeder In 2007, Adam Greeder was hired by the City of Hugo as one of its summer seasonal maintenance workers in the Hugo Public Works Department. On October 6, 2008, Adam became part of the department as a full-time employee as an apprentice for the Public Works Maintenance Worker. Public Works Director Scott Anderson recommends Council approve the annual performance review for Public Works Worker Adam Greeder. G.3 Pay Request No. 4 from T.A. Schifsky's for the North Sunset Lake Street Reconstruction Proiect The City of Hugo has received Pay Request No. 4 from T.A. Schifsky's for the North Sunset Lake Street Reconstruction Project. City Engineer Mark Erichson and Senior Engineering Technician Steve Duff have reviewed Pay Request No 4 and found it to be satisfactory for work completed to date on this project. Staff recommends Council approve Pay Request No. 4 to T.A. Schifsky in the amount of $131,464.61 for work completed to date on the North Sunset Lake Street Reconstruction Project. GA Pay Request No. 1 from Geislinger & Sons Inc for the Beaver Ponds Sanitary Sewer Proiect The City of Hugo has received Pay Request No. l from Geislinger & Sons Inc for the Beaver Ponds Sanitary Sewer Project. City Engineer Mark Erichson and Senior Engineering Technician Steve Duff have reviewed Pay Request No 1, and found it to be satisfactory for work completed to date on this project. Staff recommends Council approve Pay Request No. 1 to Geislinger & Sons Inc in the amount of $174,154.00 for work completed to date on the Beaver Ponds Sanitary Sewer Project. G.5 Approve Proclamation for October Toastmaster Month The City of Hugo has been contacted by a member of a Toastmasters group in White Bear Lake requesting the City of Hugo proclaim the month of October as Toastmasters month. Staff recommends Council approve the proclamation proclaiming October as Toastmasters Month. G.6 Approve Communications Facility Lease with Connexus Energy Last winter, Connexus Energy placed a 35 foot utility pole in the Washington County road right- of-way at the intersection of CR 4 and CR 57 for their communications needs. However, Connexus encountered operational interference and, after testing, established that a taller pole would need to be installed. City staff has been working with Connexus in offering an alternative to the installation of a 50-60 foot utility pole by locating their equipment on the City's water tower. After further testing, communication between their equipment was successful when located on the City's water tower. City staff has negotiated a lease agreement with Connexus Energy for the location of their equipment on the City's water tower located on 159th Street North. The existing utility pole will no longer be required and therefore, will be removed with this project. G.7 Approve Appointment of Planning Commissioner Scott Arcand on the Board of Zoning Adiustments Annually, Council appoints a resident, a member of the Council, and a member of the Planning Commission to serve on the Board of Zoning Adjustments and Appeals. A vacancy was created on the Board of Zoning Appeals and Adjustment in January, 2017 when Planning Commissioner Lynn Patzner resigned from the commission. At its meeting on September 14, 2017, the Planning Commission recommended Scott Arcand be appointed as the commission member to take her place. Staff recommends Council appoint Scott Arcand as the new member on the Board of Zoning Appeals and Adjustments with a term to expire on December 31, 2017. G.8 Approve the Replacement of Public Works Vehicle 102-07 Included in the City's 2017 Budget is funding for the purchase of 3/4 ton pickup truck to replace the department's aging 2007 Chevrolet 25001-11). Truck 102-07 has served the City well over the past 10 years. This truck is used each and every day. If we continue to use this truck at the current level we can expect the repairs to increase in frequency and severity, which adds support to the City's 10 year replacement practice. Staff has worked diligently to research and specify the appropriate truck to meet the needs of the Public Works Department. Staff recommends purchasing a 2018 Chevrolet pickup truck from Ranger Chevrolet located in Hibbing, MN. This truck will be purchased off a Mn/DOT contract through the Cooperative Purchasing Venture (CPV) assuring the City of a fair and discounted price of $28,813.86 plus tax and licensing. The cost of this truck is as expected, and staff has budgeted appropriately for the replacement. Staff recommends that Council authorize the purchase of the 3/4 ton Chevrolet through the State of Minnesota Cooperative Purchasing Venture for a price of $28,813.86 plus tax and licensing. G.9 Approve the replacement of Public Works Vehicle 114-07 Included in the City's 2017 Budget is funding for the purchase of 3/4 ton pickup truck to replace d the department's aging 2007 Chevrolet 2500HD. Truck 114-07 has served the City well over the past 10 years. This truck is used each and every day. If we continue to use this truck at the current level we can expect the repairs to increase in frequency and severity, which adds support to the City's 10 year replacement practice. Staff has worked diligently to research and specify the appropriate truck to meet the needs of the Public Works Department. Staff recommends purchasing a 2018 Chevrolet pickup truck from Ranger Chevrolet located in Hibbing, MN. This truck will be purchased off a Mn/DOT contract through the Cooperative Purchasing Venture (CPV) assuring the City of a fair and discounted price of $28,813.86 plus tax and licensing. The cost of this truck is as expected, and staff has budgeted appropriately for the replacement. Staff recommends that Council authorize the purchase of the 3/4 ton Chevrolet through the State of Minnesota Cooperative Purchasing Venture for a price of $28,813.86 plus tax and licensing. G.10 Approve the replacement of Public Works Vehicle 112-06 Included in the City's 2017 Budget is funding for the purchase of 3/4 ton pickup truck to replace the department's aging 2007 Chevrolet 25001-11). Truck 102-07 has served the City well over the past 11 years. This truck is used each and every day. If we continue to use this truck at the current level we can expect the repairs to increase in frequency and severity, which adds support to the City's 10 year replacement practice. Staff has worked diligently to research and specify the appropriate truck to meet the needs of the Public Works Department. Staff recommends purchasing a 2018 Chevrolet pickup truck from Ranger Chevrolet located in Hibbing, MN. This truck will be purchased off a Mn/DOT contract through the Cooperative Purchasing Venture (CPV) assuring the City of a fair and discounted price of $28,813.86 plus tax and licensing. The cost of this truck is as expected, and staff has budgeted appropriately for the replacement. Staff recommends that Council authorize the purchase of the 3/4 ton Chevrolet through the State of Minnesota Cooperative Purchasing Venture for a price of $28,203.26 plus tax and licensing. G.11 Approve Resolution Adopting the Everton Avenue AUAR Update In January, 2002, the Council adopted the Everton Avenue Neighborhood Final Alternative Urban Areawide Review (AUAR) as part of the Everton Avenue Neighborhood Study. Minnesota Rules 4410.3610, Subd. 7, requires the document to be reviewed and updated every five years until all development in the study area has received final approval. At its July 17, 2017, meeting the Council authorized staff to update the AUAR and provide for agency review. All required agencies have commented and no revisions are required. Staff recommends Council approve the resolution adopting the Everton Avenue AUAR update. G.12 Approve Resolution Approving Adelaide Landing Final Plat and Development Agreement The Excelsior Group is requesting approval of a final plat in order to plat 81 lots and 6 outlots on a 216 acre parcel located east of Highway 61 and north of 130th Street. The site is currently vacant. The City Council approved the preliminary plat and PUD for Adelaide Landing at its May 1, 2017 meeting. The final plat will plat 81 lots from the Adelaide Landing preliminary plat. The lots meet the minimum lot standards and requirements outlined in the regulations for the Adelaide Landing PUD. Staff recommends approval the resolution approving the Final Plat and Development Agreement for Adelaide Landing. H.1 Public Hearing on Assessments for North Sunset Lake Street Improvement Project At its September 5, 2017 meeting, the Council adopted the resolution declaring costs to be assessed for the North Sunset Lake Area Street Improvement Project and scheduled the hearing on the proposed assessments for this evening. The Mayor will open the public hearing to take all comments. Staff recommends Council approve the resolution adopting the assessments for the North Sunset Lake Area Street Improvement Project. L.1 Yellow Ribbon Network Report Council Member Chuck Haas and Council Member Phil Klein will report to Council on the Yellow Ribbon Network activities held recently. M.1 25 by 25 MN Water Meeting on Thursday, October 5, 2017 The Council has scheduled a meeting to attend the October 5, 2017 meeting with the Environmental Quality Board at the Stillwater High School from 6:30 — 8:30 p.m. This meeting will focus on Governor Dayton's plan to improve Minnesota's water quality by 25% by the year 2025. M.2 Manufacturing Day Open House at Wilson Tool on Friday, October 6, 2017 Wilson Tool is hosting an Open House on Friday, October 6, 2017 in honor of National Manufacturing Day. The Open House will be from 11 a.m. — 2:30 p.m. This has been posted to comply with meeting requirements, but staff recommends Council schedule as a meeting if they choose to attend. RSVPs are requested. M.3 Fire Department Open House and Fun Run on Saturday, October 7, 2017 The Hugo Fire Department is holding their annual Open House and Fun Run on Saturday, October 7, 2017. Registration for the Fearless Firefighter Fun Run will begin at 9 a.m. and the Open House will be from 11 a.m. — 3 p.m. Staff recommends Council schedule the Fire Department Open House as a meeting if they choose to attend. MA Citywide Bus Tour on Saturday, October 7, 2017 Council has scheduled the 12th Annual Citywide Bus Tour for Saturday, October 7, 2017, which will depart from and return to the Hanifl Fields Shelter. Doughnuts and coffee will be available at 9:30 a.m. The bus leaves at promptly 10 a.m. M.5 Fall Cleanup on Saturday, October 14, 2017 A Fall Cleanup event has been scheduled for Saturday, October 14, 2017 from 8 a.m. - noon at the Public Works Building. M.6 Yellow Ribbon Network Fundraiser BBO Rib Cook -off on Saturday, October 14, 2017 The Council has scheduled a meeting to attend the YRN fundraiser BBQ Rib Cook -off to be held on Saturday, October 14, 2017 from 11:30 — 2 p.m. at Lions Park. This event is sponsored by the Fry Group. M.7 Comprehensive Plan Open House on Wednesdav, December 6, 2017 Staff has revised the Comprehensive Plan meeting schedule. The Open House to review the draft plan has been scheduled for Wednesday, December 6, 2017 at 7 p.m. The Open House will be held at Hugo City Hall in the Oneka room at 7 p.m. Staff recommends Council schedule the Open House as a meeting. M.8 City Holiday Party Thursday, December 14, 2017 Annually, the City holds a holiday party in appreciation of commissioners, board members, and City staff. Staff recommends Council schedule the 2017 Holiday Party for Thursday, December 14, 2017, at the Hugo American Legion beginning with social hour at 5:30 followed by dinner at 6:30 p.m. N.1 Adiournment IN MINUTES FOR THE HUGO CITY COUNCIL FIRE DEPARTMENT PRACTICE BURN SEPTEMBER 16, 2017 8:00 A.M. PRESENT: Klein, Miron, Petryk, Weidt ABSENT: Haas ALSO PRESENT: City Administrator Bryan Bear The Hugo Fire Department conducted a practice burn of the house located at 5754 130th Street North, on the property of the future Adelaide Landing Development. The Council, along with City Administrator Bryan Bear, was invited to participate by gearing up and entering the burning structure. Bryan and Council Member Miron took part in the training exercise. Respectfully Submitted, Bryan J. Bear City Administrator 0 IN MINUTES FOR THE HUGO CITY COUNCIL HOPKINS SCHOOL OPEN HOUSE SEPTEMBER 18, 2017 4:00 P.M. PRESENT: Klein, Miron, Petryk ABSENT: Haas, Weidt ALSO PRESENT: City Clerk Michele Lindau, History Intern Oliva Schiffman The Hugo Historical Commission held an open house to present the community a look into the old Hopkins school house located at 5970 170th Street North from 4-7 p.m. The Historical Commission, with the assistance of History Intern Olivia Schiffman, provided attendees with information on the history of the school house and requested public input regarding the future of it. Approximately 30 people attended. Respectfully Submitted, Michele Lindau City Clerk 0 MINUTES FOR THE CITY COUNCIL MEETING ON TUESDAY, SEPTEMBER 18, 2017 Call to Order Mayor Weidt called the meeting to order at 7:01 p.m. PRESENT: Klein, Miron, Petryk, Weidt ABSENT: Haas ALSO PRESENT: City Administrator Bryan Bear, City Attorney Dave Snyder, City Engineer Mark Erichson, Community Development Assistant Rachel Leitz, and City Clerl�chele Lindau kwp ,. Approval of the Minutes for the September 5, 2017 City Council Meeting, .�. h Is Klein made motion, Miron seconded, to approve the minutes for the Sept h6r' 5, F017 City Council meeting as presented. , � . A n A All Ayes. Motion carried. Approval of the Agenda Weidt made motion, Petryk seconded, to approve the agenda by adding an update on the local water planning review as requested by John Waller. All Ayes. Motion carried. Ila g�k White Bear Lake School District Levy Renewal — Superintendent Dr. Wayne Kazmierczak At their August meeting, the White Bear Lake Area School Board approved a ten-year Local Operating Levy Renewal question to be placed on the November 7, 2017 ballot. This vote will be a renewal of the same question that was supported in the fall of 2011. Superintendent Dr. Wayne Kazmierczak was in attendance to present information on the school district and the levy renewal. Dr. Kazmierczak showed a map indicating where the schools were located in the district, reflecting an imbalance with enrollment. He reviewed information that was provided to the school district by a demographer that projected up to 9,430 students in ten years, where they currently stand at approximately 8,200, which is 200 more this year than was anticipated. He shared the results of a community survey that showed strong support for the levy renewal. Taxes would not increase; they were only asking for what they currently have. Dr. Kazmierczak introduced Mr. Wald who talked about the increased student opportunities with career pathways programs and innovative programs to guide students on to college. The district has begun work on their strategic plan with the hope to take it to the school board in March 2018. Council talked about the significant growth in Hugo and asked about the current capacity of the schools. Dr. Kazmierczak acknowledged that there isn't much capacity left in Hugo schools, but they may be able to pick up a few more classrooms. The biggest need for classroom space is at the elementary level. Hugo City Council Meeting Minutes for September 18, 2017 Page 2 of 7 Kazmierczak introduced School Board Members Scott Wilson, who is also the school board liaison to the Hugo and Oneka Elementary schools; Janet Newberg, who stated she is one of the longest serving member of the school board at 11 years; and Kim Chapmen, Teasure, who has served for eight years. Weidt made motion, Petryk seconded, to support the White Bear Lake School Levy Renewal. All Ayes. Motion carried. Approval of the Consent Agenda ff Miron made motion, Klein seconded, to approve the following Consent Agenda it S. 1. Approval of Claims,"' 2. Approve Annual Performance Review for City Clerk Michele Lindau 3. Approve Annual Performance Review for Public Works Worker Paul Christianson 4. Variance for Side Yard Setback — Lakeview Family Dental, 14475 Forest Blvd. N. All Ayes. Motion carried. Approval of Claims. Adoption of the Consent Agenda approved the Claims Roster as presented. Approve Annual Performance Review for City Clerk Michele Lindau Michele Lindau was hired as the new City Clerk in the City of Hugo on January 1, 2008. Michele was originally hired by the City of Hugo as a part time employee in 1997 and a full time employee beginning May 1, 1999. Adoption of the Consent Agenda approved the annual performance review for City Clerk Michele Lindau. Approve Annual Performance Review for Public Works Worker Paul Christianson The City of Hugo hired Paul Christianson as a Public Works Worker on September 27, 2004. Adoption of the Consent Agenda approved the annual performance review for Public Works Worker Paul Christianson. Variance for Side Yard Setback — Lakeview Family Dental, 14475 Forest Blvd. N. Carrell Properties, LLC, had submitted an application for approval of a variance to construct a new monument sign for Lakeview Family Dentist at 14475 Forest Boulevard North (TH61). The landscaping of the existing sign extends onto the neighboring property to the south and the MnDOT right-of-way to the west. Ordinance requires a ten -foot setback from all property lines. The variance requested is to locate the sign five feet from the side property line, which will reduce the non -conformity. Staff felt the request meets the intent of the ordinance. The Planning Commission considered this request at their meeting on September 21, 2017 and recommended Hugo City Council Meeting Minutes for September 18, 2017 Page 3 of 7 Council approval. Adoption of the Consent Agenda approved RESOLUTION 2017-35 APPROVING A VARIANCE FROM THE SETBACK REQUIREMENTS FOR SINGLE TENANT MONUMENT SIGN FOR CARRELL PROPERTIES, LLC. ON THE PROPERTY LOCATED AT 14475 FOREST BLVD. N. Abatement Hearing for Schultz -13101 Henna Ave Community Development Assistant Rachel Leitz explained that, since August 2016, staff had been working with property owner Dennis Schultz, 13101 Henna Avenue North, regarding violations of the Municipal Code Chapter 46, Nuisances. Although the property owners had been provided ample notice and time to correct the violations, they had failed to do so. A complaint was first received in 2016 on cars and miscellaneous debris and accumulation of junk on his property. Over the past year, staff had attempted to work with Schultz to clean it up. Though some progress had been made, the last inspection on his property on August 2, 2017 showed he was still out of compliance. Leitz presented Council with an order for approval stating the property be brought into compliance within 30 days. If after 30 days the property is still out of compliance, the City will enter onto the property and mark item for removal with spray paint. If those items are not removed in 10 days, the City will remove them then assess the property owner. Weidt opened the abatement hearing. Property owner Dennis Schultz apologized for not being more prepared. He stated he built the home in 1978 on almost 11 acres. They planted 1,300 trees, had 600 feet of gardens, mowed six acres, and were proud of their property. Schultz asked City Attorney Dave Snyder if he had reviewed anything, and Snyder stated he had. Schultz said he didn't want to be defensive. He asked how many neighbors reported this because he had idea who did. He said he spent thousands of dollars cleaning up the property before anyone reported it. If he knew of this meeting, he would have gone to the bank to show money was spent to clean it up. His said a neighbor showed up inebriated with his friend who wanted to look at a sports car, and Schultz talked about all the vehicles he had that are not junk. He feels he is a hoarder of good stuff. He wished he could have brought all the pictures with him. He said people are looking for his stuff because he has to get rid of it, and he was trying to sell it when suddenly he received the letter from the City. Schultz explained he spends winters in California, and stated he had been out of the hospital for a week. He talked about when he was robbed. He turned it into State Farm Insurance and it kept going for over two years. He was told by State Farm his stuff was not worth anything. He asked for more time, and stated he would give the City a certified check to hold for a while. He said he is selling his stuff. Weidt asked how much time it would take him to clean up the property if he was putting a good effort towards. Schultz stated he had people working for him now. He had spent money, and there is no hazard Hugo City Council Meeting Minutes for September 18, 2017 Page 4 of 7 there, no leaking on the ground and no rubbish. He said, to be safe, he could be done by the end of December. Weidt noted he would not be doing much after the snow came and asked Schultz to agree it would be done by November 15, and Schultz stated he had other issues going on. Snyder restated the question to Schultz regarding the time limit to comply if staff continued to work with him. Snyder suggested splitting the task up, first removing rubbish and then the cars. Klein stated that in his opinion he could clean up the debris, not the cars that may have value, by November 15 and look at a little more time to take care of the vehicles. Schultz stated he believed in global warming, but has plastic on the property that won't deteriorate and is easy to get rid of. He said he is still working on vehicles that people want to buy. t, Miron stated that Schultz seemed to find it agreeable and he wanted to make sure the Council agreed what debris was. Miron asked Snyder what procedurally would need to take place after the dates passed if nothing was done. Snyder noted that staff worked diligently with the applicant before this item went to Council, and if debris was not gone by November 15, staff could make additional recommendations. Schultz verbally confirmed that he could and would proceed to remove the rubbish first and then the cars under this scenario and this schedule. He said this had renewed his faith in local government. Schultz stated he appreciated staff, and realized his personal problems were not theirs. kkk� Weidt reviewed what debris was found on the Schult2"property and stated the cleanup needed to be accelerated greatly. He would like to see the cars down to the few that are valuable. and have all the other stuff cleaned up. Schultz stated this was very embarrassing. All the stuff was all taken out of his pole barn and it ended up stolen. Wei Nmade motid, Mir seconded, to give Schultz until November 15 to clean up the r6pu and brin � e item back to Council on November 20 2017 P P���h _ g ,k , All ayes. M h carried. Discussion on Proposed Oneka Lake Blvd/Harrow Avenue Road Proiect City Engineer Mark Erichson explained that the Oneka Lake Boulevard and Harrow Avenue Roadway Improvement Project was identified as the City's next highest priority improvement project, and he wanted to initiate the project in moving forward. This would continue improvement of Oneka Boulevard from the 2016 project. If Council chose to move forward with the project, WSB would begin evaluation of design and complete the wetland delineation, soil Hugo City Council Meeting Minutes for September 18, 2017 Page 5 of 7 borings, and surveying. Erichson recommended that a neighborhood meeting be scheduled for October 19, 2017 at 7:00 p.m. in the Rice Lake Center. Miron made motion, Klein seconded, to identify the Oneka Lake Boulevard/Harrow Avenue project as the 2018 Roadway Improvement Project and authorize staff to begin preliminary work as necessary, All Ayes. Motion carried. Discussion on 130" Street North Street Improvements City Engineer Mark Erichson explained the 130th Street project is one they would like to initiate and begin preliminary work on. The project area is between TH61 and Goodview Avenue. This is the area of the Adelaide Landing Development and is to coincide with development. Now that Adelaide has approval, the development agreement identifies the developer to pay 44% of the street project with 1/3 due with each of the first three phases, with a total cost of $1,566,520. The Beaver Ponds Development had previously contributed funds towards these improvements, and there would be no assessments. Erichson talked about the project design which included a roundabout and pedestrian trail. It is tentatively a 2019 project, but Erichson explained they would like to start working with the property owners and coordinate improvements that are part of the adjacent development. This would push some CIP projects back one year, but he saw value in starting this process early. He asked for Council approval to evaluate designs, work with the development team, and complete the wetland delineation and soil borings. The Council talked about the need to get the proje q on ; evaluate the 130th Street/TH61 intersection, and consider the heavy equipment on 1 th Street as part of the development work to avoid tearing up a new road. AU'hooqq aa�. �� x,60, n. Klein made motion, Miron seconded, to direct staff tdinove forward with the plans for the 130th Street Improvement Project. k All Ayes. Motion carried. 4n Discussion on Forest Road Bridp_e City Engineer Mark Erichson discussed with Council the Forest Road Bridge that spans over JD2 on the west side of TH 61. In 2016, the bridge was inspected, which led to the removal of accumulated class 5 aggregate surfacing on the bridge and weight restriction postings (lower than the weight of our motor grader). There are no records or bridge plans for this structure; therefore, assumptions based on the typical construction materials and design at that time were made to determine its load carrying capacity. The bridge is a single span concrete slab bridge that was built in 1920 with substandard elements (17 -ft wide, approaches, lack of barrier etc.). There are approximately 60 vehicle trips over the bridge per day. Erichson provided options for improvement to the bridge with included replacement with a concrete slab bridge, box culvert, or beam bridge. Erichson stated the project cost was estimated at $600,000 and can fit into the CIP without affecting future project schedules. The City could seek bridge bonding funds, but plans needed to be developed first. Hugo City Council Meeting Minutes for September 18, 2017 Page 6 of 7 The Council discussed future growth in that area and questioned whether it would make more sense to eliminate the bridge. Miron made motion, Weidt seconded, move forward in evaluating alternatives to the replacement of the bridge. All Ayes. Motion carried. Update on the Local Water Planning Review — John Waller John Waller asked to be added to the agenda to speak about the Rice Creek Watershed District and the City's water plan. He was there to encourage the completion of the local water planning process. He also talked about money the Watershed District collects from the City, and said Hugo should be aggressive in asking for money. He also talked about methods for the cleaning of stormwater ponds. City Engineer Mark Ericson stated they have the draft plan submitted to the RCWD, and City Administrator Bryan Bear added that the City has applied for a grant for $50,000 for the partial purchase of a Vactor truck. Yellow Ribbon Network Report Council Member Phil Klein reported to Council on the recent activities of the Yellow Ribbon Network. Klein reminded everyone that the next Burger Night will be held on Wednesday, September 27, 2017 at the Hugo American Legion. Local Meetings Regarding Water Use City Administrator Bryan Bear informed Council that staff had been made aware of several upcoming meetings regarding water use. He noted there was discussion at the last Council meeting on scheduling another water summit. He presented a map that illustrated the five -mile radius around the lake (identified in the White Bear Lake Order), showing that many of the communities that were part of the water summit group were not included in this area. Klein asked if other communities were still interested in meeting. Bear indicated they were, but not at this tie. Petryk made motion, Weidt seconded, to schedule a meeting to attend the Thursday, October 5, 2017 meeting with the Environmental Quality Board at the Stillwater High School from 6:30 — 8:30 p.m. All Ayes. Motion carried. Tour de' Hugo on Saturday, September 23, 2017 City Administrator Bryan Bear informed Council that the 7th annual Tour de Hugo Community Bike Ride will be held Saturday, September 23, 2017 starting at Lions Park. There will be a 6, Hugo City Council Meeting Minutes for September 18, 2017 Page 7 of 7 20, 35, 50 or 62 mile route, and pre -registration was available online at www.tourdehugo.com. BBQ Rib Cook -off on Saturday, October 14, 2017 City Administrator Bryan Bear informed Council that the Fry Group will be holding a BBQ Rib Cook -off on Saturday, October 14, 2017, from 11:30 a.m. to 2:00 p.m. at Lions Park. This free cook -off is a fundraiser benefiting the Yellow Ribbon Network. Petryk made motion, Klein seconded, to schedule a meeting to attend Yellow Ril on Network fundraiser on Saturday, October 14, 2017 at Lions Park. k All Ayes. Motion carried. Schedule Interviews for Planning Commission Vacancy Staff has received three applications for the vacancy on the Planning Commission. Staff recommended Council schedule a time on which to hold interviews. Weidt made motion, Miron seconded to schedule a meeting for 6 p.m. on Monday, October 2, 2017. All Ayes. Motion carried. Reschedule October 24, 2017 Comprehensive Plan Workshop At its September 5, 2017, meeting, Council directed staff to present an alternative date to hold the Comprehensive Plan Workshop. Staff was still working on revising the schedule. Adjournment Klein made motion Miron seconded, to adjourn at 9:19 p.m. All Ayes. Motion carried. Respectfully Submitted, Michele Lindau City Clerk City of Hugo Claims October 2, 2017 G. 1 Vendor 11 Invoice Amount Description Department Big Apple Bagels & MN Bread Co 15975 $ 2,297.00 Tour de Hugo Supplies Parks Dept Big Apple Bagels & MN Bread Co 15986 $ 209.70 Tour de Hugo Supplies Parks Dept Boyd's Promos 1789 $ 50.00 Halloween Bag Sponsorship Parks De,: t Cintas Corporation 5008777977 $ 42.75 First Aid Supplies Public Works Comcast 9/11/2017 $ 239.85 Business Internet (thru October 20) Administration Contractors & Surveyors Supply 9438 $ 96.40 Marker Flags Water Utility De Lage Landen Financial Services Inc 56096106 $ 311.37 Se,tember Copier Lease Payment Administration Dunn Bros Coffee 61823 $ 32.12 Open House Supplies - Hopkins School House Historical Commission Electro Watchman Inc 092217SP-9325A $ 4,374.65 Access Control System Installation - CH (1/2) Gen Gov't Bldgs Electro Watchman Inc 092217SP-93256 $ 5,240.83 Access Control System Installation - PW +,1/2) Public Works G & K Services August $ 374.90 Cleaning Supplies Various G & K Services August $ 1,521.12 Uniform & Floor Mat Services Various G & K Services August $ 814.90 Supplies & Floor Mat Services Fire Dept Halverson -Boyd, Gretchen CLAIM $ 350.00 Tour de Hugo Search Engine Optimization Parks Dept Holiday Companies 11824178 $ 7.52 Fuel Parks Dept Holiday Companies 83429134 $ 6.25 Fuel Street Dept Holiday Companies 120131152 $ 27.83 Propane for Paver Street Dept Holiday Companies 131939182 $ 12.86 Fuel Street Dept Holiday Companies 80022063 $ 20.00 Fuel Parks Dept Holiday Companies 141256245 $ 12.80 Fuel Parks Dept Home Depot Credit Services 3012294 $ 56.74 Lumber Public Works Hotsy Equipment of Minnesota 56851 $ 386.10 Bulk Soap for Washbay Public Works Hugo Business Association Reuistration $ 104.00 Business Networking Meeting Various Innovative Office Solutions LLC IN1750170 $ 66.32 Trash Bags Fire Dept Innovative Office Solutions LLC IN1750170 $ 6.55 Void Stamp Fire Dept Integra Telecom - Allstream 14895347 $ 91.37 Fax Lines Administration Interstate Battery System of Minneapolis 30101675 $ 60.57 Batteries Public Works Jimmy's Johnnys Inc 123042 $ 194.00 Portable Toilet Rental - Lions Park Parks Dept Jimmy's Johnnys Inc 123043 $ 151.00 Portable Toilet Rental - Oakshore Park Parks Dept Jimmy's Johnnys Inc 123044 $ 151.00 Portable Toilet Rental - Oneka Lake Park Parks Dept Jimmy's Johnnys Inc 123045 $ 127.00 Portable Toilet Rental - Beaver Ponds Park Parks Dept Jimmy's Johnnys Inc 123046 $ 127.00 Portable Toilet Rental - Diamond Point Park Parks Dept Jimmy's Johnnys Inc 123047 $ 127.00 Portable Toilet Rental - Frog Hollow Park Parks Dept Jimmy's Johnnys Inc 123048 $ 508.00 Portable Toilet Rental - Hanifl Park Parks Dept Jimmy's Johnnys Inc 123137 $ 236.00 Portable Toilet Rental - Hanifl Park Parks Dept Jimmy's Johnnys Inc 123049 $ 127.00 Portable Toilet Rental - Valjean Park Parks Dept Jimmy's Johnnys Inc 123050 $ 127.00 Portable Toilet Rental - Arbre Park Parks Dept Jimmy's Johnnys Inc 123052 $ 127.00 Portable Toilet Rental - Heritage Ponds Park Parks Dept Jimmy's Johnnys Inc 123053 $ 67.00 Portable Toilet Rental - Compost Site Recycling Jimmy's Johnnys Inc 123054 $ 127.00 Portable Toilet Rental - McCollar Park Parks Dept Jimmy's Johnnys Inc 123051 $ 118.00 Portable Toilet Rental - Tour de Hugo Parks Dept Knife Lake Concrete Inc 9/20/2017 $ 7,056.00 Misc Concrete Work Stormwater Fund Knife Lake Concrete Inc 9/20/2017 $ 990.00 Misc Concrete Work -149th Street Water Utility Landform 26281 $ 15,982.90 2040 Comp Plan Planning & Zoning Lawson Products 9305248306 $ 492.93 Bulk Hardware Supplies Public Works Lindau, Michele CLAIM $ 288.36 MCAA Conference Lodging & Mileage City Clerk Lindau, Michele CLAIM $ 15.00 Meeting Parking City Clerk Majeski, Chris 61827 $ 225.00 Tour de Hugo Patrol Parks Deot Menards 63158 $ 23.14 Shed Supplies - Compost Site Recycling Minnesota Cleaning Services Inc 1017P02 $ 605.00 September Cleaning Service Gen Gov't Bldgs Minnesota Cleaning Services Inc 1017P03 $ 500.00 September Cleaning Service Public Works Minnesota Cleaning Services Inc 1017P03 $ 225.00 September Cleaning Service Fire Dept Minnesota Cleaning Services Inc 1017PO4 $ 100.00 September Cleaning Service - Hanifl Parks Dept MN Dept of Transportation P00008480 $ 639.23 Bituminous Inspections - North Sunset Lake Project Street Reconstruction MN Fall Expo Registration $ 300.00 2017 Fall Maintenance Expo (12) Public Works Press Publications 567595 $ 142.29 Public Hearing - North Sunset Lake Assessments Ordinances/Proceedings Q3 Contracting Inc MNU2057052 $ 246.95 Streetlight Underground Locating Street Dept Rabouin Inc CLAIM $ 3,000.00 2018 Assessment - Partial Billing #9 Assessor Sam's Club 61822 $ 464.47 Tour de Hugo Supplies Parks Dept Stoehr, Joe 61829 $ 180.00 Tour de Hugo Patrol Parks Dept Summit Companies 1211922 $ 652.25 Annual Fire Extinguisher Inspection Fire Deet Summit Companies _ 1211366 $ 172.00 Annual Fire Extinguisher Inspection Gen Gov't Bldgs Summit Companies 1211890 $ 844.25 Annual Fire Extinguisher Inspection Public Works Summit Companies 1211893 $ 23.08 Annual Fire Extinguisher Ins:iection - Hanifl Parks Dept _ Summit Companies 1211893 $ 115.42 Annual Fire Extinguisher Inspection - Well Houses Water Utility Sun Life Financial October $ 696.45 Disability Premium Finance Dept Thienes, Nate _ 61828 $ 180.00 Tour de Hugo Patrol Parks Dept T -Mobile 870254054 $ 53.11 Cellular Phone Charges Administration T -Mobile 870254054 $ 1.691.48 Cellular Phone Chanes Various Page 1 City of Hugo Claims October 2, 2017 G. 1 Vendor Invoice Amount Description Department Tri-State Bobcat A36179 $ 885.27 Parts - Unit #304-B Street Dept TrueNorth Steel BL0000007157 $ 1,795.00 Culverts, Bands & End Sections Stormwater Fund Washington County Sheriffs Office 9/23/2017 $ 260.00 Squad Car - Tour de Hugo Parks Dent Ziegler Inc A1496701 $ 2,234.00 Roller Rental (Dust Control Project) Street Dept Total Claims for October 2, 2017 $ 60,207.08 Page 2 A WSB ■ VB �M 701 Xenia Avenue South I Suite 300 1 Minneapolis, MN 55416 1 (763) 541-48000 September 27, 2017 Honorable Mayor and City Council City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Construction Pay Voucher No. 4 North Sunset Lake Area Street Improvement Project S.A.P. 224-123-001 / 224-109-001 City of Hugo, MN WSB Project No. 1904-930 Dear Mayor and Council Members: Please find enclosed Construction Pay Voucher No. 4 in the amount of $131,464.61 for the above - referenced project. The quantities completed to date have been reviewed and agreed upon by the contractor, and we hereby recommend that the City of Hugo approve Construction Pay Voucher No. 4 for T.A. Schifsky & Sons, Inc. If you have any questions or comments regarding the enclosed, please contact me at (763) 287-8532. Thank you. Sincerely, WSB & Associates, Inc. Vames L. Stremel, PE Project Manager Enclosures cc: Steve Duff, City of Hugo Rob Stangler, T.A. Schifsky & Sons, Inc. srb 0 Building a legacy —your legacy. Equal Opportunity Employer I wsbeng.como K.*W1904-93MAdmWConstruction AdmWPay Vouchers0904-930 CST LTR VO 4 CTY-hmcc-092717.docx WSBI CITY OF HUGO 14669 Fitzgerald Avenue North Hugo, MN 55038 Project 01904-93 - HUGO - 2017 Street and Utility Improvement Project Pay Voucher No. 4 Contract No. Vendor No. For Period: 8/24/2017 - 9/17/2017 Warrant # Date Funds Encumbered Original $1,273,990.06 Additional N/A Total $1,273,990.06 Work Certified This Pay Voucher Work Certified To Date Contractor: T. A. Schifsky & Sons, Inc. Amount Paid This Pay Voucher 2370 East Hwy. 36 01904-93 North St. Paul, MN 55109 Contract Amounts $131,464.61 Original Contract $1,273,990.06 Contract Changes $0.00 Revised Contract $1,273,990.06 Work Certified To Date Base Bid Items $911,713.38 Backsheet $0.00 Change Order $0.00 Supplemental Agreement $0.00 Work Order $0.00 Material On Hand $0.00 Total $911,713.38 Contract No. Vendor No. For Period: 8/24/2017 - 9/17/2017 Warrant # Date Funds Encumbered Original $1,273,990.06 Additional N/A Total $1,273,990.06 This is to certify that the items of work shown in this certificate of Pay Voucher have been actually furnished for the work comprising the above mentioned projects in accordance with the plans and specifications heretofore approved. Approved By County/City/Project Engineer Approved By T. A. Schifsky & Sons, Inc. September 27, 2017 Date City of Hugo Date Contractor Date Page 1 Work Certified This Pay Voucher Work Certified To Date Less Amount Less Previous Retained Payments Amount Paid This Pay Voucher Total Amount Paid To Date 01904-93 $138,383.80 $911,713.38 $45,585.67 $734,663.10 $131,464.61 $866,127.71 Percent Retained: 5% Percent Complete: 71.5636% Amount Paid This Pay Voucher $131,464.611 This is to certify that the items of work shown in this certificate of Pay Voucher have been actually furnished for the work comprising the above mentioned projects in accordance with the plans and specifications heretofore approved. Approved By County/City/Project Engineer Approved By T. A. Schifsky & Sons, Inc. September 27, 2017 Date City of Hugo Date Contractor Date Page 1 CITY OF HUGO 14669 Fitzgerald Avenue North Hugo, MN 55038 Project No. 01904-93 Pay Voucher No. 4 01904-93 Payment Summary No. From Date To Date Work Certified Per Pay Voucher Amount Retained Per Pay Voucher Amount Paid Per Pay Voucher 1 06/07/2017 06/21/2017 $152,273.75 $7,613.69 $144,660.06 2 06/22/2017 07/21/2017 $301,696.65 $15,084.83 $286,611.82 3 07/22/2017 08/23/2017 $319,359.18 $15,967.96 $303,391.22 4 08/24/2017 09/17/2017 $138,383.80 $6,919.19 $131,464.61 Totals: $911,713.38 $45,585.67 $866,127.71 01904-93 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 001 323,753.46 16,187.67 291,584.89 15,980.90 307,565.79 002 182,776.71 9,138.84 167,825.77 5,812.10 173,637.87 003 405,183.22 20,259.16 275,252.45 109,671.61 384,924.06 Totals: $911,713.38 $45,585.67 $734,663.10 $131,464.61 $866,127.71 01904-93 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 15,980.90 406,424.72 406,424.72 307,565.79 02 State 5,812.10 237,575.70 237,575.70 173,637.87 03 Local 109,671.61 629,989.64 629,989.64 384,924.06 Totals: $131,464.61 $1,273,990.06 $1,273,990.06 $866,127.71 Page 2 CITY OF HUGO 14669 Fitzgerald Avenue North Hugo, MN 55038 Project No. 01904-93 Pay Voucher No. 4 01904-93 Project Material Status Quantity Line Item Description Units Unit Price Contract This Amount This Quantity Amount Quantity Pay Pay Voucher To Date To Date Voucher SCHEDULE A - STREET IMPROVEMENTS 1 2021.501 MOBILIZATION LS $46,500.00 1 0.25 $11,625.00 1 $46,500.00 2 2101.502 CLEARING TREE $300.00 20 0 $0.00 10 $3,000.00 3 2101.507 GRUBBING TREE $185.00 20 0 $0.00 6 $1,110.00 REMOVE 4 2104.505 CONCRETE S Y $5.00 239 0 $0.00 127.54 $637.70 DRIVEWAY PAVEMENT REMOVE 5 2104.505 BITUMINOUS S Y $3.00 1643 0 $0.00 1237.37 $3,712.11 DRIVEWAY PAVEMENT 6 2104.509 REMOVE SIGN EACH $25.00 29 0 $0.00 0 $0.00 SAWING 7 2104.513 BITUMINOUS L F $2.00 117 30 $60.00 1557.3 $3,114.60 PAVEMENT (FULL DEPTH) 8 2104.523 SALVAGE SIGN EACH $25.00 9 0 $0.00 0 $0.00 SALVAGE AND 9 2104.601 REINSTALL LS $1,000.00 1 0 $0.00 0 $0.00 LANDSCAPE STRUCTURES SALVAGE AND 10 2104.602 REINSTALL EACH $125.00 12 0 $0.00 0 $0.00 MAILBOX COMMON 11 2105.501 EXCAVATION CU YD $17.00 937 180 $3,060.00 220 $3,740.00 (EV) (P) SUBGRADE 12 2105.507 EXCAVATION C Y $10.00 1407 0 $0.00 70 $700.00 (EV) SELECT 13 2105.522 GRANULAR C Y $10.00 1407 0 $0.00 0 $0.00 BORROW (CV) 14 2105.601 DEWATERING LS $100.001 1 0 $0.00 0 $0.00 SOIL 15 2105.604 STABILIZATION S Y $3.85 1000 0 $0.00 0 $0.00 GEOGRID 16 2105.604 GEOTEXTILE S Y $2.00 2000 0 $0.00 0 $0.00 FABRIC TYPE V 17 2112.501 SUBGRADE RDST $240.00 160 1 $240.00 160 $38,400.00 PREPARATION STREET 18 2123.610 SWEEPER (WITH HOUR $100.00 40 10 $1,000.00 10 $1,000.00 PICKUP BROOM) 19 2130.501 WATER (DUST M $30.00 120 0 $0.00 86.9 $2,607.00 CONTROL) GALLONS AGGREGATE 20 2211.503 BASE(CV)CLASS C Y $5.00 990 0 $0.00 203.08 $1,015.40 5 RECLAIMED Page 3 CITY OF HUGO 14669 Fitzgerald Avenue North Hugo, MN 55038 Project No. 01904-93 Pay Voucher No. 4 01904-93 Project Material Status Quantity Line Item Description Units Unit Price Contract This Amount This Quantity Amount Quantity Pay Pay Voucher To Date To Date Voucher 21 2211.607 AGGREGATE CU YD $8.00 2170 0 $0.00 0 $0.00 BASE PLACED 22 2215.501 FULL DEPTH S Y $1.95 45480 0 $0.00 45480 $88,686.00 RECLAMATION 23 2221.604 SHOULDER BASE S Y $3.85 4249 0 $0.00 0 $0.00 AGGREGATE BITUMINOUS 24 2231.501 PATCHING TON $60.00 100 0 $0.00 0 $0.00 MIXTURE 25 2504.602 IRRIGATION EACH $325.00 10 0 $0.00 0 $0.00 SYSTEM REPAIR 26 2505.601 UTILITY LS $500.00 1 0 $0.00 1 $500.00 COORDINATION CONCRETE 27 2531.501 CURB & GUTTER L F $11.00 4250 0 $0.00 4169 $45,859.00 DESIGN SPECIAL 6" CONCRETE 28 2531.507 DRIVEWAY S Y $48.45 239 0 $0.00 151.17 $7,324.19 PAVEMENT 29 2540.602 MAIL BOX EACH $100.00 12 0 $0.00 0 $0.00 (TEMPORARY) 30 2563.601 TRAFFIC LS $28,500.00 1 0.25 $7,125.00 1 $28,500.00 CONTROL 31 2563.610 FLAG PERSON HOUR $65.00 80 0 $0.00 0 $0.00 32 2564.531 SIGN PANELS SIF $35.00 174 0 $0.00 0 $0.00 TYPE C 33 2564.602 F&I SIGN PANEL EACH $325.00 4 0 $0.00 0 $0.00 TYPE SPECIAL 34 2564.602 REINSTALL SIGN EACH $135.00 9 0 $0.00 0 $0.00 35 2573.502 SILT FENCE, L F $1.95 5368 0 $0.00 0 $0.00 TYPE MS FLOTATION SILT 36 2573.505 CURTAIN TYPE L F $5.00 360 0 $0.00 0 $0.00 STILL WATER STORM INLET 37 2573.530 PROTECTION EACH $40.00 109 0 $0.00 6 $240.00 (CULVERT) STABILIZED 38 2573.535 CONSTRUCTION LS $1,000.00 1 0 $0.00 0 $0.00 EXIT 39 2573.540 FILTER LOG LIN FT $4.00 200 0 $0.00 0 $0.00 TYPE ROCK LOG FILTER LOG 40 2573.540 TYPE STRAW LIN FT $1.00 10101 0 $0.00 1660 $1,660.00 BIOROLL 41 2574.525 LOAM TOPSOIL CU YD $10.00 1116 464 $4,640.00 464 $4,640.00 BORROW (CV) 42 2575.501 SEEDING ACRE $1,000.00 0.3 0 $0.00 0 $0.00 43 2575.505 SODDING TYPE S Y $4.25 5876 3820 $16,235.00 3820 $16,235.00 LAWN Page 4 CITY OF HUGO 14669 Fitzgerald Avenue North Hugo, MN 55038 Project No. 01904-93 Pay Voucher No. 4 01904-93 Project Material Status Quantity Line Item Description Units Unit Price Contract This Amount This Quantity Amount Quantity Pay Pay Voucher To Date To Date Voucher EROSION 44 2575.523 CONTROL S Y $2.00 4840 2420 $4,840.00 2420 $4,840.00 BLANKETS CATEGORY 3 45 2575.535 WATER (TURF MGAL $5.00 800 52 $260.00 52 $260.00 ESTABLISHMENT) HYDRAULIC 46 2575.563 MATRIX TYPE S Y $0.25 15021 0 $0.00 0 $0.00 MULCH 47 2575.605 HYDROSEEDING SQ YD $2.00 7403 4430 $8,860.00 4430 $8,860.00 48 2582.502 4" DOUBLE SOLID LIN FT $0.25 10067 0 $0.00 0 $0.00 LINE PAINT 49 2582.502 4" SOLID LINE LF $0.12 20134 0 $0.00 0 $0.00 PAINT 50 2582.502 24" SOLID LINE LF $5.50 46 0 $0.00 0 $0.00 PAINT 1 Totals For Section SCHEDULE A - STREET IMPROVEMENTS: $57,945.00 $313,141.00 SCHEDULE B - DRAINAGE IMPROVEMENTS 51 2104.501 REMOVE SEWER L F $10.00 1683 0 $0.00 958 $9,580.00 PIPE (STORM) 52 2105.607 1 1/2" CLEAR C Y $55.00 200 70 $3,850.00 70 $3,850.00 ROCK 53 2501.515 15" CS PIPE EACH $275.00 86 2 $550.00 26 $7,150.00 APRON 54 2501.515 18" CS PIPE EACH $300.00 10 0 $0.00 12 $3,600.00 APRON 55 2501.515 24" CS PIPE EACH $350.00 4 4 $1,400.00 6 $2,100.00 APRON 56 2501.603 15" PIPE LF $48.00 1386 0 $0.00 580 $27,840.00 CULVERT 57 2501.603 18" PIPE LF $50.00 215 -54 ($2,700.00) 238 $11,900.00 CULVERT 58 2501.603 24" PIPE LF $60.00 82 94 $5,640.00 149 $8,940.00 CULVERT 59 2502.541 6" PERF PE PIPE LF $25.00 200 0 $0.00 0 $0.00 DRAIN 15" RC PIPE 60 2503.541 SEWER DES 3006 LF $70.00 55 0 $0.00 43 $3,010.00 CL V CONNECT TO 61 2503.602 EXISTING STORM EACH $4,000.00 1 0 $0.00 1 $4,000.00 SEWER 62 2503.602 CHIMNEY SEALS EACH $175.00 6 1 $175.00 6 $1,050.00 CONSTRUCT 63 2506.501 DRAINAGE LF $525.00 5 0.96 $504.00 5.96 $3,129.00 STRUCTURE DESIGN 48-4020 64 2506.501 CONST LF $600.00 6 1.04 $624.00 7.04 $4,224.00 DRAINAGE STRUCTURE DES Page 5 CITY OF HUGO 14669 Fitzgerald Avenue North Hugo, MN 55038 Project No. 01904-93 Pay Voucher No. 4 01904-93 Project Material Status Quantity Line Item Description Units Unit Price Contract This Amount This Quantity Amount Quantity Pay Pay Voucher To Date To Date Voucher 72-4020 CONSTRUCT DRAINAGE 65 2506.502 STRUCTURE EACH $1,800.00 3 0 $0.00 3 $5,400.00 DESIGN SPECIAL 1 (2'X3') CONSTRUCT DRAINAGE 66 2506.502 STRUCTURE EACH $1,650.00 1 0 $0.00 1 $1,650.00 DESIGN SPECIAL 2 CASTING 67 2506.516 ASSEMBLY EACH $500.00 1 0 $0.00 1 $500.00 (CATCH BASIN) CASTING 68 2506.516 ASSEMBLY EACH $500.00 1 0 $0.00 1 $500.00 (STORM) 69 2511.501 RANDOM RIPRAP C Y $110.00 82 0 $0.00 78.8 $8,668.00 CLASS III 70 2563.610 UTILITY CREW HOUR 1 $600.001 10 0 $0.00 4 $2,400.00 Totals For Section SCHEDULE B - DRAINAGE IMPROVEMENTS: $10,043.00 $109,491.00 ALTERNATE 1 - BITUMINOUS TYPE SP 9.5 71 2360.501 WEARING TON $48.69 4457 1384.16 $67,394.75 3828.67 $186,417.94 COURSE MIX (2,B) TYPE SP 12.5 72 2360.502 NON WEAR TON $45.65 7429 0 $0.00 6203.45 $283,187.49 COURSE MIX (2,B) TYPE SP 9.5 WEARING 73 2360.603 COURSE SQ YD $19.00 1643 157.95 $3,001.05 1025.05 $19,475.95 MIXTURE (2,B) - 3" THICK Totals For ALTERNATE 1 - BITUMINOUS: $70,395.80 $489,081.38 Project Totals: $138,383.80 $911,713.38 Page 6 A WSB 701 Xenia Avenue South I Suite 300 1 Minneapolis, MN 55416 1 (763) 541-4800 September 25, 2017 Honorable Mayor and City Council City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Construction Pay Voucher No. 1 Beaver Ponds Sanitary Sewer Rehabilitation City of Hugo, MN WSB Project No. 010044-000. Dear Mayor and Council Members: Please find enclosed Construction Pay Voucher No. 1 in the amount of $174,154.00 for the above - referenced project. The quantities completed to date have been reviewed and agreed upon by the contractor, and we hereby recommend that the City of Hugo approve Construction Pay Voucher No. 1 for Geislinger and Sons, Inc. If you have any questions or comments regarding the enclosed, please contact me at (763) 287-8532. Thank you. Sincerely, WSB & Associates, Inc. aures L. Stremel, PE Project Manager Enclosures cc: Steve Duff, City of Hugo kkp Building a legacy —your legacy. Equal Opportunity Employer I wsbeng.com K.1010044-000lAdminIConstruction AdminlPay Vouchers1010044-000 - CST LTR VO 1 CTY-hmcc-09251717. docu WSB CITY OF HUGO 14669 Fitzgerald Avenue North Hugo, MN 55038 Project R-010044-000 - HUGO - Beaver Ponds Sanitary Sewer Rehabilitation Pay Voucher No. 1 Contract No. Vendor No. For Period: 7/21/2017 - 9/22/2017 Warrant # Date Funds Encumbered Original $232,410.00 Additional N/A Total $232,410.00 Work Certified Contractor: Geislinger and Sons, Inc. 511 Central Avenue South Watkins, MN 55389 Contract Amounts To Date Original Contract $232,410.00 Contract Changes $0.00 Revised Contract $232,410.00 Work Certified To Date $174,154.00 Base Bid Items Percent Retained: 5% $183,320.00 Backsheet 1 $174,154.00 $0.00 Change Order $0.00 Supplemental Agreement $0.00 Work Order $0.00 Material On Hand $0.00 Total $183,320.00 Contract No. Vendor No. For Period: 7/21/2017 - 9/22/2017 Warrant # Date Funds Encumbered Original $232,410.00 Additional N/A Total $232,410.00 This is to certify that the items of work shown in this certificate of Pay Voucher have been actually furnished for the work comprising the above mentioned projects in accordance with the plans and specifications heretofore approved. Approved By Coun ity/Pro'ect Engineer L�� September 25, 2017 Date City of Hugo Date Approved By Geislinger and Sons, Inc. Contractor Date Page 1 Work Certified Work Certified Less Amount Less Previous Amount Paid Total Amount This Pay Voucher To Date I Retained Payments This Pay Voucher Paid To Date R-010044-000 $183,320.00 $183,320.00 1 $9,166.00 $0.00 $174,154.00 $174,154.00 Percent Retained: 5% Percent Complete: 78.8778% Amount Paid This Pay Voucher 1 $174,154.00 This is to certify that the items of work shown in this certificate of Pay Voucher have been actually furnished for the work comprising the above mentioned projects in accordance with the plans and specifications heretofore approved. Approved By Coun ity/Pro'ect Engineer L�� September 25, 2017 Date City of Hugo Date Approved By Geislinger and Sons, Inc. Contractor Date Page 1 CITY OF HUGO 14669 Fitzgerald Avenue North Hugo, MN 55038 Project No. R-010044-000 Pay Voucher No. 1 R-010044-000 Payment Summary No. From Date To Date Work Certified Amount Retained Amount Paid Per Pay Voucher Per Pay Voucher Per Pay Voucher 1 07/21/2017 09/22/2017 $183,320.00 $9,166.00 $174,154.00 Totals: $183,320.00 $9,166.00 $174,154.00 R-010044-000 Funding Category Report Funding Work Less Less Amount Paid Total Category Certified Amount Previous This Amount Paid No. To Date Retained Payments Pay Voucher To Date UNF 183,320.00 9,166.00 0.00 174,154.00 174,154.00 Totals: $183,320.00 $9,166.00 $0.00 $174,154.00 $174,154.00 R-010044-000 Funding Source Report Accounting Funding Amount Paid Revised Funds Paid To No. Source This Contract Encumbered Contractor Pay Voucher Amount To Date To Date UNF Unfunded 174,154.00 232,410.00 232,410.00 174,154.00 Totals: $174,154.00 $232,410.00 $232,410.00 $174,154.00 Page 2 CITY OF HUGO 14669 Fitzgerald Avenue North Hugo, MN 55038 Project No. R-010044-000 Pay Voucher No. 1 R-010044-000 Project Material Status Quantity Line Item Description Units Unit Price Contract This Amount This Quantity Amount Quantity Pay Pay Voucher To Date To Date Voucher SCHEDULE A - SANITARY IMPROVEMENTS 1 2021.501 MOBILIZATION LS $15,000.00 1 1 $15,000.00 1 $15,000.00 2 2101.511 CLEARING & LS $5,000.00 1 1 $5,000.00 1 $5,000.00 GRUBBING 3 2104.603 ABANDON PIPE LF $10.00 375 0 $0.00 0 $0.00 SEWER 4 2105.601 DEWATERING LS $25,000.00 1 1 $25,000.00 1 $25,000.00 5 2105.604 GEOTEXTILE S Y $3.00 800 0 $0.00 0 $0.00 FABRIC TYPE V STREET 6 2123.610 SWEEPER HOUR $125.00 10 2 $250.00 2 $250.00 (WITH PICKUP BROOM) 7 2451.507 GRANULAR C Y $35.00 707 0 $0.00 0 $0.00 BEDDING (LV) 8 2451.509 AGGREGATE C Y $35.00 174 80 $2,800.00 80 $2,800.00 BEDDING (LV) CONNECT TO 9 2503.602 EXISTING EACH $12,500.00 2 2 $25,000.00 2 $25,000.00 MANHOLES (SAN) 10 2503.603 8" PVC PIPE L F $145.00 376 376 $54,520.00 376 $54,520.00 SEWER 20" STEEL 11 2503.603 CASING PIPE L F $525.00 70 70 $36,750.00 70 $36,750.00 (JACKED) TELEVISE 12 2503.603 SANITARY L F $3.00 376 0 $0.00 0 $0.00 SEWER 13 2503.603 TUNNEL PIT LS $10,000.00 1 1 $10,000.00 1 $10,000.00 14 2505.601 UTILITY LS $500.00 1 1 $500.00 1 $500.00 COORDINATION 15 2506.516 CASTING EACH $750.00 3 0 $0.00 0 $0.00 ASSEMBLY CONST 48" DIA 16 2506.601 SAN SEWER L F $200.00 36 30 $6,000.00 30 $6,000.00 MANHOLE 17 2506.602 CHIMNEY SEAL EACH $200.00 3 0 $0.00 0 $0.00 18 2563.601 TRAFFIC LS $2,500.00 1 1 $2,500.00 1 $2,500.00 CONTROL SILT FENCE, 19 2573.502 TYPE HEAVY L F $2.25 500 0 $0.00 0 $0.00 DUTY FILTER LOG 20 2573.540 TYPE WOOD L F $3.25 500 0 $0.00 0 $0.00 FIBER BIOROLL 21 2573.602 STABILIZED EACH $1,000.00 1 0 $0.00 0 $0.00 CONSTRUCTION Page 3 CITY OF HUGO 14669 Fitzgerald Avenue North Hugo, MN 55038 Project No. R-010044-000 Pay Voucher No. 1 R-010044-000 Project Material Status Quantity Line Item Description Units Unit Price Contract This Amount This Quantity Amount Quantity Pay Pay Voucher To Date To Date Voucher EXIT 22 2575.501 SEEDING ACRE $12,000.00 0.1 0 $0.00 0 $0.00 23 2575.605 SEEDING ACRE $3,000.00 0.7 0 $0.00 0 $0.00 SPECIAL RAPID 24 2575.605 STABILIZATION Yo $1.00 1677 0 $0.00 0 $0.00 METHOD 3 Totals For SCHEDULE A - SANITARY IMPROVEMENTS: $183,320.00 $183,320.00 Project Totals: $183,320.00 $183,320.00 Page 4 CITY OF HUGO PRO CLAMA TION WHEREAS, Toastmasters International, the world's leading organization devoted to communication, public speaking and leadership skills, provides a mutually - supportive and positive learning environment in which every member has the opportunity to develop their communication and leadership skills which, in turn, fosters self-confidence and personal growth; and WHEREAS, Toastmasters, founded October 1924, has over 353,000 members in 140 countries, with over 16,500 clubs worldwide; and WHEREAS, Toastmasters clubs are made up of 20-30 people who gather weekly to follow an agenda of prepared speeches, impromptu speeches and evaluations as members learn through practice, by listening to one another, and by studying educational manuals from Toastmasters International which offer guidelines for speeches, and the monthly Toastmaster magazine is an excellent source to gain everyday speaking tips - for both personal and professional use. NOW, THEREFORE, I, Tom Weidt, Mayor of the City of Hugo, in recognition of this important observance, do hereby proclaim October as: "TOASTMASTERS MONTH" in the City of Hugo and urge all citizens to join me in congratulating Toastmasters for the inspiring role they play in assisting individuals develop self-confidence and communication skills, which enhance all aspects of their lives. On this 2nd day of October 2017. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk COMMUNICATIONS FACILITY LEASE AGREEMENT NO. 2017 -CE -Hugo HUGO WATER TOWER THIS AGREEMENT is made by and between the City of Hugo, hereinafter referred to as LESSOR, and Connexus Ener-gy, hereinafter referred to as LESSEE. WHEREAS, the Public Works Director is empowered to enter into agreements to permit non -city owned communications equipment on city owned communications towers, land, buildings or other structures which are under the jurisdiction of Public Works; WHEREAS, the City of Hugo owns and the Director of Public Works has custodial responsibility for the tower. land, buildings or:other structures located on said property located at 5290 159th St. in the City of Hugo, Minnesota, herein referred to respectively as ("Communications Facility"), more fully described in Exhibit A, attached hereto; WHEREAS, LESSOR has determined that said Communications Facility has excess capacity which is temporarily surplus to its needs, LESSOR is willing and able to Lease space on or within the tower and land to LESSEE under certain terms and conditions; WHEREAS, LESSEE requires space on said Communications Facility to install and maintain LESSEE'S communications equipment as described in the attached Exhibit B; NOW THEREFORE, in consideration of the foregoing and in consideration of the mutual covenants herein contained, which each of the parties hereto acknowledge as adequate and sufficient, it is hereby agreed as follows. 1. COMMUNICATIONS FACILITY Here forward Communication Facility shall refer to the Hugo water tower, enclosed equipment space, and tower land owned by the city of Hugo. LESSOR grants and LESSEE accepts a Lease to use the Communications Facility located In the City of Hugo, Minnesota, for tower space and land for LESSEE'S shelter location and equipment, combined with access to LESSOR'S Communications Facility more fully described in Exhibit A. 2. TERM 2.1 The term of this Lease is five (5) years, commencing October 1. 2017 ("Commencement Date") .continuing through September 30, 2022 ("Term.") 2.2 Adjustment of'Commencement Date In the event LESSEE cannot take possession of the entire Leased Communications Facility on or before October '1; 2017, then: a. The commencement date shall be determined according to the date LESSEE takes possession of the Leased Communications Facility in its entirety by Amendment to be executed in the same manner as the execution of this Lease, establish the correct commencement date and rental amounts. If the commencement date is other than the first day of the month, the Rent for the first month of occupancy shall be prorated. 3. USE 3.1 LESSOR hereby grants LESSEE a non-exclusive right to install, use and maintain LESSEE'S communications equipment within the Communications Facility, subject to the terms and conditions described herein. LESSOR reserves the right to allow the Communications Facility to be used by others and make additions, deletions and modifications to LESSOR'S communications equipment on or within the Communications 'Facility. 3.2 Placement of -Communication Equipment: LESSEE shall, at LESSEE'S expense, mount LESSEE'S communication equipment. in LESSEE'S equipment shelter located on the Communications Facility as described in and attached hereto as Exhibit B. 3.3 Placement of Antenna(s): LESSEE shall, at LESSEE'S expense, mount LESSEE'S antennas only in such locations on the tower of the Communications Facility as described in and attached hereto as Exhibit B. 3.4 LESSEE may not add additional antennas or communication equipment from that described in Exhibit, B without written approval of LESSOR, which shall be granted only in the form of a written amendment hereto. LESSEE agrees to pay LESSOR in accordance with Section 4.6 below in order to add additional antennas or communication equipment. 4. LEASE FEE 4.1 As fee for the use of the Communications Facility and -in consideration for all covenants, representations and conditions of the Lease, LESSEE agrees to pay to LESSOR in accordance with the fee schedule set forth below $142 per month per antenna placed (Proposed with two antenna} 4.2 LESSEE agrees to pay LESSOR the annual fee set forth above without invoicing on the first day of each lease year and mail or deliver said payments to: Agreement No. 2017 -CE -Hugo Hugo Water Tower Page 2 of 19 Lease Period Rent for Lease Period 10/1/2017 9/30/2018 $3,408.00 10/9/2018 9/302019 $3,510.24 10/1/2019 9/30/2020 $3,615.55 10/1/2020 9/3.0/2021 $3,724.01 10/1!2021 9/3012022 $3,835.73 4.2 LESSEE agrees to pay LESSOR the annual fee set forth above without invoicing on the first day of each lease year and mail or deliver said payments to: Agreement No. 2017 -CE -Hugo Hugo Water Tower Page 2 of 19 City of Hugo Attn: City Administrator 14669 Fitzgerald AVE N Hugo MN 55038 4.3 if this Lease is terminated at any time other than on the first day of a month, the fee shall be prorated, based on a thirty -day month, as of the date of termination, and all prepaid fee shall be reimbursedto LESSEE. 4.4 All correspondence and telephone calls concerning billing issues should be directed to the address provided) above. 4.5 LESSEE represents and warrants that it is registered with the Secretary of State to do business in the State of Minnesota and will continue to provide the documentation required by the Secretary of State's office to remain in good' standing. 4.6 LESSOR and LESSEE agree that if LESSEE adds any additional antennas' LESSEE shall pay LESSOR the current per antenna monthly fee. Current per antenna monthly fee' shall be calculated by dividing the number of antennas located on the tower at the time LESSEE gives notice to install additional antennas by LESSEE'S present monthly fee. Such additional antennas shall be subject to the annual increase in rent according to the current fee schedule and constitute a revision to the current fee schedule in the form of an Amendment to this Lease. 5. OPTION TO RENEW 5.1 So long as LESSEE is not in default hereunder, LESSOR grants and. LESSEE accepts the right to renew this Lease for additional five (5) year terms, at the same terms and conditions as set forth in the Lease except for the rent shall be payable in accordance with the fee schedule set forth below: Option 1 Rent for Lease Period Lease Period 10/1/2028 9/30/2029 10/1/2022 9/30/2023 $3,950.81 10/1/2023 9/30/2024 $4,069.33 10/1/2024 9/30/2025 $4,191.41 10/1/2025 9/30/2026 $4,317.15 10/1/2026 9/30/2027 $4,446.67 Option 2 Lease Period. Rent for Lease Period 10/112027 9/30/2028 $4,580.07 10/1/2028 9/30/2029 $4,717.47. 10/1/2029 9/30/2030 $4,858.99 10/1/2030 9/30/2031 $5,004.76 Agreement No. 2017 -CE -Hugo Hugo Water Tower Page 3 of 19 10/1/2031 1 9/30/2032 $5,154.91 Option 3 Lease Period Rent for Lease Period 10/1/2032 9/302033 $5,309.55 _ 10/1/2033 9/302034 $5,468.84 10/1/2034 9/30/2035 $5,632.90 10/1/2035 9/30/2036 $5,801.89' 10/1!2036 9/30/2037 $5,975.95 5.2 LESSEE shall give LESSOR written notice of such intent to renew not less than sixtv 60 days prior to the expiration of this Lease period. 6. TERMINATION 6.1 LESSEE may terminate this Lease for any reason at any time upon giving nine 90 days written notice of such termination to LESSOR. 6.2 LESSOR may terminate this Lease upon giving ninety (90) days written notice of such termination to LESSEE for the following reasons:. a. Pursuant to Clause 17 below; OR b. Property is needed for governmental services, including but not limited to: tower space, shelter space, or other required governmental services. c: After initial ten years LESSOR has annual termination option without reason. 6.3 Any fixtures or equipment attached to, or installed in any part of the Premises by LESSEE shallremain the personal property of LESSEE with right of replacement or removal at all reasonable times during the Term of this Lease, or any Renewal Period. 6.4 LESSOR and LESSEE hereby agree that LESSEE shall not be reimbursed by LESSOR for any investment or expense incurred by LESSEE as a result of this Lease upon expiration or termination of the Lease. 7. SURRENDER OF LEASED COMMUNICATIONS FACILITY LESSEE hereby agrees that at the expiration or earlier termination of this Lease or extension thereof: 7.1 Personal Property Any fixtures or equipment attached to, or installed in any part of the Communications Facility by LESSEE shall remain the personal property of LESSEE Agreement No. 2017 -CE -Hugo Hugo Water Tower Page 4 of 19 with right of replacement or removal at all reasonable times during the term of this Lease, or any extension thereof. 7.2 LESSEE shall remove its .Personal Property and vacate and surrender possession of the Communications Facility to LESSOR within one hundred twenty (1 20) days after Lease terminates in as good condition as when LESSEE took possession, ordinary wear and tear and damage by the elements excepted. 7.3 All personal property not so removed will conclusively be deemed to have been abandoned by LESSEE and may be sold, stored, destroyed or otherwise disposed of by LESSOR without notice to LESSEE or to any other person and without obligation to account for them. LESSEE will pay LESSOR all expenses incurred in connection with LESSOR'S disposition of such personal property, including without limitation the cost of repairing any damage to the building or Communications Facility caused by removal of such property. LESSEE'S obligation to pay all of LESSOR'S expenses incurred in connection with removal of LESSEE'S personal property shall survive the termination of this Lease. 8. ACCESS BY LESSEE 8.1 General Access LESSOR hereby grants to LESSEE right of access to the Communications facility, during normal City of Hugo Public Works business hours (6:30am to 3:00pm, Monday -Friday, excluding recognized holidays), as necessary to install and maintain LESSEE'S equipment. LESSEE hereby agrees that LESSEE'S access to the Communications Facility shall be limited to personnel qualified to perform equipment installation, maintenance of electrical and other specialized equipment and other work as necessary to maintain the LESSEE'S communications system in proper working order in and around the Communications Facility. 8.2 Emergency_ Access LESSOR herby grants to LESSEE right of access to the Communications Facility, outside of normal City of Hugo Public Works business hours (6:30am to 3' 00pm, Monday -Friday, excluding recognized holidays) for purposes to maintain LESSEE'S equipment under emergency situations. LESSEE hereby agrees that LESSEE'S access to the Communications Facility shall be limited to personnel qualified to perform equipment installation, maintenance of electrical and other specialized equipment and other work as necessary to maintain the LESSEE'S communications system in proper working order in and around the Communications Facility. 8.3 Limitations on Ingress and Egress LESSEE shall use only approved means and routes of ingress and egress LESSEE shall not access the Communications Facility via routes over which LESSOR has no right of passage. LESSEE shall indemnify and hold LESSOR harmless for any trespass committed by LESSEE, its employees, agents or contractors. 9. DUTIES OF LESSOR Agreement No. 2017 -CE -Hugo Hugo Water Tower Page 5 of 19 9.1 LESSOR shall provide for the general maintenance of LESSOR'S Property, and Communications Facility, including obstruction lights, if any, inspections and any other measures necessary to maintain the safety and utility of LESSOR'S Property. LESSOR agrees to maintain LESSOR'S Property in strict accordance with all local, state and federal rules and regulations This shall include, but not be limited to, weed control, tower lights, tower lighting alarm system, lighting. monitoring and any other FCC or FAA mandated codes. 9.2 LESSOR shall, upon execution of this Lease, provide LESSEE with access to the secured Communications Facility door and the name, address and telephone numbers of LESSOR'S Facility Supervisor, who shall be LESSEE'S day-to-day contact person for resolution of equipment issues and other technical issues that may arise during the term of the Lease. 10. DUTIESOF LESSEE 10.1 Taxes LESSEE shall be responsible for the payment of taxes, and any penalties, interest or late charges, levied upon the Communications Facility, ifany, due to LESSEE'S use of the Communications Facility. Said taxes shall be paid directly to the taxing authority. Any taxes paid are in addition to the Fee set forth in Clause 4 above. 10.2 Changes to ,LESSEE'S Equipment Any future changes to LESSEE'S antenna, cabling or related equipment, as well as any changes of wattage, frequency or functionality of LESSEE'S communication equipment, whether or not said alterations affect the Fees payable under this Lease or require one-time payments by LESSEE for engineering studies, plan review, modifications to the Communications Facility or any other reason, shall be included herein by Amendment hereto. 10.3 Modifications LESSEE shall notify LESSOR'S Authorized Agent and secure written approval for LESSEE, its employees, contractors or consultants to proceed prior to installing, replacing or modifying any equipment including antenna cabling, changes in wattage, frequency or functionality at the Communications Facility. Said notice shall be given to LESSOR at :least forty-eight (48) hours in advance prior to commencement of scheduled work. 10.4 In the case of emergency work, LESSEE shall immediately commence work and LESSEE shall notify LESSOR as soon as practicable after commencement of the work. 10.5 Interference LESSEE warrants that LESSEE'S use of the Communications Facility shall not interfere with LESSOR'S or any other tenant(s) that are on the Communications Facility prior to the effective date of this Lease. In the event there is interference, LESSEE shall promptly shut down that portion of its equipment causing the interference, except for intermittent testing, until the interference is corrected. If at any time there is future use of the Communications Facility by any other user, LESSOR shall' have the responsibility to order the operator of the newly -added equipment to promptly shut down that portion of its equipment causing the interference, except for Agreement No. 20.17 -CE -Hugo Hugo Water Tower Page 6 of 19 intermittent testing, until the interference is corrected. LESSOR shall have no liability to LESSEE for interruptions of electricity service by third party vendors or any other interruptions beyond LESSOR'S direct control. If such interference to LESSEE'S use of the Communications Facility does not cease, LESSEE shall have the right to terminate this Lease. 10.6 All wiring, including coaxial cables, shall conform to the existing wiring method used at the Communications Facility and shall conform to the National Electrical Code. LESSEE shall obtain, or require its contractors to obtain, any necessary permits from applicable units of local government. 10.7 LESSEE shall install and maintain LESSEE'S antennas and equipment in accordance with good engineering practices and in accordance with all applicable laws, rules and regulations. LESSEE'S communications equipment shall be installed, operated and maintained in conformance. with 47 Code of Federal Regulations 1.1310, regulating radio frequency radiation exposure levels, and in conformance with all applicable rules and regulations established by the Federal Communications Commission.. 10.8 LESSEE shall not alter or disrupt existing drainage patterns and systems affecting Communication. Facility. 10.9 LESSEE shall operate LESSEE'S back-up power equipment, if any, in conformance with applicable State and local noise abatement standards and shall, at LESSEE'S expense, install such buffers or noise -mitigating equipment as necessary to meet said standards. 10.10 LESSEE shall not cause any mechanic or materialmen's liens to be placed on the Communications Facility as a result of LESSEE'S occupancy. 10.11 LESSEE agrees to observe reasonable precautions to prevent waste of heat, electricity, water, air conditioning, any other utility or any service, whether such is furnished by LESSEE or obtained and paid for by LESSOR. 11. UTILITIES LESSEE shall install '' -a separate tower meter at the site and be responsible for their own electricity and telephone/fiberservices; for its use. LESSOR hereby grants to LESSEE easement rights to connect to such services as are available from third party vendors. LESSOR shall approve all electrical and telephone wiring routes prior to installation by LESSEE or LESSEE'S contractors, which approval shall not be unreasonably withheld. LESSOR shall have no liability to LESSEE for interruptions of electricity or telephone service by third party vendors or any other interruptions beyond LESSOR'S direct control. 13. STRUCTURAL ANALYSIS LESSOR will waive, in writing, the structural analysis. The written structural analysis described herein, or LESSOR'S written waiver of LESSEE'S requirement to produce said analysis, shall be made a part of this Lease and attached hereto as Exhibit C. Agreement No. 2017 -CE -Hugo Hugo Water Tower Page 7 of 19 14. LIABILITY INSURANCE 14.1 LESSEE agrees to acquire and maintain, at its sole expense, during the term of this Lease and any extension thereof, commercial general liability insurance as follows: a. Minimum limits of liability: (i) $2,000,000 per occurrence. (ii) $2,000,000 annual aggregate. b. An umbrella or excess liability insurance ,policy may be used to supplement the SUBLESSEE'S policy limits to satisfy the full policy Limits required by this Sublease. C. Coverages: (i) Bodily injury. (ii) Property damage. (iii) Personal injury. (iv) Blanket contractual. (v) Fire legal. 14.2 The commercial general liability insurance shall: a. Name the City of Hugo (address: 14669 Fitzgerald AVE N, Hugo, MN 55038) as additional insured. b. Provide an endorsement thereon that insurer will give not less than thirty (30) days written notice to LESSOR in the event of material change in or cancellation of the liability insurance, if requested by LESSOR. 15. AUDIT Pursuant to Minn. Stat. ;§16C.05, subd'. 5, the books, records, documents and accounting procedures and practices of LESSEE relevant to this Lease shall be subject to examination by State and/or Legislative Auditor, as appropriate, for a minimum of six 6 years. 16. AFFIRMATIVE ACTION For all contracts in excess of $100,000.00, and where LESSEE has more than forty (40) full-time employees at any time during the previous twelve (12) (12) months, LESSEE shall comply with the following: 16.1 LESSEE certifies pursuant to Minn. Stat §363A.36 that: Agreement No. 2017 -CE -Hugo Hugo Water Tower Page 8 of 19 a. LESSEE has not had more than forty (40) full-time employees at any time during the previous twelve (12) months; OR b. If LESSEE has more than forty (40) full-time employees within the State of Minnesota on a single working day during the previous twelve (12) months, that it has an affirmative action plan pursuant to the requirements of Minn. Stat. §363 for the employment of minority persons, women and qualified disabled individuals approved by the State of Minnesota, Commissioner of Human. Rights; OR C. If LESSEE does not have forty (40) full-time employees within the. State of Minnesota on a single working day during the previous twelve (12) months, but has had more than forty (40) full-time employees on a single working day during the previous twelve (12) months in the state in which it has its primary place of business, then: (i) LESSEE has current- Minnesota certificate of compliance issued by the Minnesota .Commissioner of Human Rights; OR (ii) LESSEE certifies that it is in compliance with federal Affirmative Action requirements. 16.2 Minnesota Rule 5000.3550 - Disabled Individuals Affirmative Action Clause a. LESSEE shall not discriminate against any employees or applicants for employment because of physical or mental disability in regard to any position for which the employee or applicant for employment is qualified. LESSEE agrees to take affirmative action to employ, advance in employment, and otherwise treat qualified disabled individuals without discrimination based upon their physical or mental disability in all employment practices such as the recruitment; advertising, layoff or term.ination, rates of pay or other forms of compensation, and selection for training, including apprenticeship. b. LESSEE agrees -to comply with the rules and relevant orders of the Minnesota Department of Human Rights issued pursuant to the Minnesota Human Rights Act. C. In the event of LESSEE'S noncompliance with the requirements of this clause, actions for noncompliance may be taken in accordance with Minn. Stat. §363A:36 and the rules and relevant orders of the. Minnesota Department of Human Rights issued; pursuant to the Minnesota Human Rights Act. d. LESSEE' agrees to post in conspicuous places, available to employees and applicants for employment, notices in a form to be prescribed by the commissioner of the Minnesota Department of Human Rights. Such notices shall state LESSEE'S obligation under the law to take affirmative action to employ and advance in employment qualified disabled employees and applicants for employment, and the rights of applicants and employee. Agreement No. 2017 -CE -Hugo Hugo Water Tower Page 9 of 19 e. LESSEE shall notify each labor union or representative of workers with which it has a -collective bargaining agreement or other contract understanding, that LESSEE is bound by the terms of Minn. Stat. §363A..36 of the Minnesota Human Rights Act and is committed to take affirmative action to employ and advance in employment physically and mentally disabled individuals. 17. DEFAULT In the event of any failure of LESSEE to perform any of the terms, conditions or covenants of this Lease to be observed or performed by LESSEE for more than forty five (45) days after written notice of such default has been given to LESSEE, LESSOR shall have the right, at its option, to terminate this. Lease. Upon such termination LESSEE shall quit and surrender the Leased Communications Facility to LESSOR. Upon such termination, LESSOR or LESSOR'Sagent may reenter the Leased Communications Facility and remove all persons and all or any therefrom by proceeding at law, and thereby repossess and enjoy the Leased Communications Facility; and by such repossession and reentry, LESSOR shall not be deemed to have waived its right (if any) to collect rent due (if any) from LESSEE hereunder or to enforce the other obligations of LESSEE hereunder. In the event of any failure of LESSOR to perform any of the terms, conditions or covenants of this Lease to be observed' or performed by LESSOR for more than forty five (45� days after written notice of such default has been given to LESSOR, LESSEE shall have the right, at its option, to terminate this Lease or to exercise any right available to LESSEE at law or in equity. 18. ASSIGNMENT This Lease or the rights there under, may not be sold, assigned or transferred at any time by LESSEE, except for LESSEE'S affiliates, without prior written consent of LESSOR. Such consent will not be unreasonably withheld or delayed. For purposes of thisparagraph, an "affiliate" means an entity that controls, is controlled by or under common control with LESSEE. 18.1 LESSEE may, with the written consent of LESSOR, contract with a third party end user, related or unrelated to LESSEE, herein described as "third party contractor," for physical occupancy of the Communications Facility. In the event that LESSEE contracts with a third party end user for physical occupancy of the Communications Facility, both LESSEE and the third party shall be jointly and severally bound by the terms and conditions of this Lease and 'both LESSEE and the third party shall evidence their acceptance of the terms and conditions of this tease by their signatures hereon. 18.2 In the event that LESSEE contracts with a third party end user for physical occupancy of the Communications Facility and LESSEE wishes to substitute a replacement third party for the original third party, such replacement shall only be permitted' by an amendment to this Lease, approval of which by LESSOR shall not be unreasonably withheld. 19. DESTRUCTION OF THE COMMUNICATIONS FACILITY If the Communications Facility is destroyed or damaged by fire, tornado, flood, civil disorder or any other cause so that the Communications Facility is rendered unusable, the Lease Fee shall' be abated from the date of such damage, and if LESSOR fails to restore the Communications Facility to a safe, Agreement No. 2017 -CE -Hugo Hugo Water Tower Page 1'0 of 19 operational condition within thirty (30) days, this Lease shall be deemed terminated, thus releasing both parties of all obligations hereunder. 20. CONDEMNATION In the event that the whole of LESSOR'S Property is taken by eminent domain, this Lease shall terminate as of the date title to LESSOR'S Property vests in the condemning authority. In the event that a portion of LESSOR'S Property is taken by eminent domain, either party shall have the right to terminate this Lease as of the date of title transfer by giving thirty (30) days notice to the other party. In the event of any taking under the power of eminent domain, LESSEE shall not be entitled to any portion of the award paid for the taking and LESSOR shall receive full amount of such award. LESSEE hereby expressly waives any right to claim to any portion thereof. LESSEE shall retain the right to claim and recover from the condemning authority, but not from LESSOR, unless LESSOR is the condemning authority, such compensation as may be separately awarded or recoverable by LESSEE as damages to LESSEE'S operations and costs or expenses incurred by LESSEE in removing and relocating LESSEE'S equipment. 21. GOVERNING LAW This Lease shall be construed and enforced in accordance with the laws of the State of Minnesota. 22. HAZARDOUS SUBSTANCES 22.1 "Hazardous Substances" is defined to mean any and all substances or materials that are categorized or defined as hazardous or toxic under any present or future local, state or federal law, rule or regulation pertaining to environmental regulation, contamination, cleanup or disclosure, including without limitation, the Comprehensive Environmental Response, Compensation and Liability Act of 1980, as now or hereafter amended (CERC'LA), the Resource Conservation and Recovery Act of 1976,.as now or hereafter amended (RCRA), the Superfund Amendments and Reauthorization Act of 1986, as now or hereafter amended (SARA), the Minnesota Environmental Response and Liability Act (MERLA) or any similar statutes or regulations, and any wastes, pollutants and contaminants (including without limitation, materials containing asbestos, urea formaldehyde, the group of organic compounds known as polychlorinated biphenyls (PCBs) and petroleum products including gasoline, fuel oil, crude oil and various constituents of such products). 22.2 LESSEE or LESSEE'S agent, employees, contractors or invites shall not cause or permit Hazardous Substances to be used, stored, generated, or disposed of on or in the Communications Facility other than Hazardous Substances associated with the operation of the Communication Facility. 22.3 Indemnification If the Communications Facility becomes contaminated due to LESSEE'S use of Hazardous Substances during the Term of the Lease, LESSEE shall indemnify and hold harmless LESSOR for any and all claims, damages, fines, judgments, penalties, cost, liabilities or losses, including without limitation, a decrease in value of the Communications Facility arising during or after the Term of the Lease as a result of said contamination. This indemnification supersedes the Term of this Lease. Agreement No. 2017 -CE -Hugo Hugo Water Tower Page 11 of 19 22.4 If LESSEE causes Hazardous Substances to contaminate the Communications Facility, LESSEE shall promptly, at its sole expense, take any and all action necessary to return the Communications Facility to the condition existing prior to said contamination. 22.5 LESSOR warrants and covenants that it did not, and will not in the future, install, use, generate, store, dispose of or release any Hazardous Substances in or about the Communications Facility, building or land of which the Communications Facility is a part. 23. SMOKING Pursuant to Minn. Stat. §16B.24, smoking shall not be permitted on the Premises. 24. NOTICES All notices or communications between LESSEE and LESSOR shall be deemed sufficiently given or rendered if in writing and delivered to either party personally or sent by registered or certified mail addressed as follows: . LESSOR: City of Hugo Attn: City Administrator 14669 Fitzgerald AVE N Hugo MN 55038 651-762-6300 LIST OF EXHIBITS: EXHIBIT A: Description of tower and location map LESSEE: Connexus Energy Attn: Mark Koplin 14601 Ramsey Blvd. Ramsey, MN 55303 (763) 202-0914 EXHIBIT B: Listing of LESSEE'S approved equipment that LESSEE intends to mount on the tower or place in LESSEE'S shelter. EXHIBIT C: LESSOR's waiver of Structural analysis on the tower. IN WITNESS WHEREOF, the parties have set their hands on the date(s) indicated below intending to be bound thereby. LESSEE: Agreement No. 2017 -CE -Hugo Hugo Water Tower Page 12 of 19 CONNEXUS ENERGY LESSEE certifies that the appropriate person(s) have executed the Lease on behalf of LESSEE as required by applicable articles, bylaws, resolutions or ordinances. By L -- Title Date. - I ' -- z o I :z Agreement No. 2017 -CE -Hugo Hugo Water Tower Page 13 of 19 LESSOR: CITY UGO BY-- Title Date q 17 Agreement No. 2017 -CE -Hugo Hugo Water Tower Page 14 of 19 EXHIBIT A: Description of tower and location map Tower location is denoted by "Hugo Water Tower" on the map. Connexus Energy will use it to connect to communications equipment at locations "Lino. Lakes Tower" and "Location BB -1" as shown on the map above. Geo coordinates are 45 degrees 10'54" N, 92 degrees 59'59" W. h that We play-spedsoaffon; or Vaned by meorunder my &ed lnd that I am a duty Ucensed Engtoser undef the tawe of aola.� Roll Pawskt: Ikaue k 26522 Agreement No. 2017 -CE -Hugo Hugo Water Tower Page 15 of 19 40'- 6" 15'- 5"1 S11 1089,51 a'-8- t/8' I Roof 1085,00 o HWC / Overflow Access Tube Steel Tank , Floor —0 S6 1040.00 v LWL —Rino Beam Agreement No. 2017 -CE -Hugo Hugo Water Tower Page 16 of 1.9 I f I I f I Wall v eo I I i hereby certify that this plan, sprmcekn, or I report was MiNed'by me or under my dW •upervlelon and that I am a duly Llcensed j at* mien Engineer under theme o at* or(ilio of I .�,� i Rolf Pawski Lkwm#26522 I Second Floor i 938.50 --�' S3 R 921.50 921.00 u/s Pile cap 914.50 Finish Grade I 2' , 8' I Pile Cap NOTFS... _ .. 1. Plan views correspond to sections indicated. Refer to sections for details, material specifications and procedures, Rev. Date CITY OF HUGO, MINNESOTA 1.5 MG ELEVATED WATER STORAGE TANK TANK SECTION A 16110101 (LSLP Job Na, LANDMARK °a'B 06101 own. S2 -A "DS Agreement No. 2017 -CE -Hugo Hugo Water Tower Page 16 of 1.9 Antenna Cond (lyp. 4 Location 8'X1 Splash. Ps s uil� � ) � a • � - rr 9ar.so �r -12' Overflow - Tank I +921.50 I • IC j` 3) j I. Jr �1 Crane Tower ( Foundation ~ ( Below) I .• i i i 1W Into Outlet ��T'�Inflammabte j ~ f,• Waste Trap '1 ( i rlPile Cap '( Below ) S4 -A2 • .1 O j I 12' Wide x 14' H[gh I!�'--8' 0 Bollard Overhead Door Aggregate Surfaced (typ• ) Driveway H 50� rt - Tank �3' Wide x 7' Htgh Single Door Access Ladder ( above second Floor) 4' Wide Concrete Sidewalk NOTES: 1. Construct slab to elevations shown. Slope toward Floor Drain.. 2. See Contract Drawings for additional details and site requirements. 3. Sawcut stab 1/4" wide x 1 1/2" deep on dashed line. Fill i' with mastic compouni.m',ycettify that this plan; specification, or Drawing References: dhed supervision wrand epared byl am a dm or luy Lice hed • 84 - A2 - Foundation /lower Wall / Grade Slab - Section / Concrete Details Professional Englnser underthe .laws of the S4 -A3 - Foundation f Lowar Wall / Grade Slab • Reinforcing Steel , Stateof Mtnnesola • 85-A -Support Wall —Opening/Sleeve. Locations ti±gnatwe:/� ... • 300 - Series • Ladder, Landing and Appurtenances Rolf Pawski • 400- Series - Mechanical Rev. Date CITY OF HUGO, MINNESOTA GRADE FLOOR SLAB 1.5 MG ELEVATED WATER STORAGE TANK FLAN ( LSLP Job No. 0111 ) Date- 06 / 01 own. GDS LANDMARK Alko. Chk. S$ Agreement No. 2017 -CE -Hugo Hugo Water Tower Page 17 of 19 EXHIBITB: Listing of LESSEE'S approved equipment that LESSEE intends to mount on the tower or place in LESSEE'S shelter. _- 0 1 r ,�MARS�t�r�,,xtss arstrrc„s,n, 4.9-5.875 GHz Dual Polarization/Dual Slant Subscriber Antenna MA-WA56-DP20 MARS 5 GHz Dual Polarized Antenna designed to provide full coverage for the 5 GHz frequency band. Additional Features: dual slant if mounted diagonally efficient and stable performance high gain/size ratio light weight and durable constriction UV protected radome made of polycarbonate allowing for harsh weather installations easy mounting allowing for Az/El adjustment Specifications: Electrical Frequency range 4.9 5.875 GHz Gain 21 dBi A+ I VSWR, max. 1.7:1 3 dB Beam -Width, H -Plane, typ. 12 ° 3 dB Beam -Width, E -Plane, typ. 12 e Side Lobes, min. ETSI TS3 Polarization Linear, Vertical and Horizontal Cross Polarization, min. -18 dB. Port to Port Isolation - 30 dB Front to Back Ratio, min. ETSI TS3 Input: power,, max 10 Watt Input Impedance 50 Ohm Lightning Protection DC Grounded Mechanical Dimensions (HxWxD) 305 x 305 x 15 mm (12" x12" x1.6") Weight 900 gr. Connector 2 x N -Type Female (optional. - 2 x SMA Female) Radome UV Protected Polycarbonate Mount MNT-22 Environmemtal Operating Temperature Range - 55°C to + 650C Vibration According to IEC 60721-3-4 Wind Load 200 Km/h (Survival) Flammability UL94 Water Proofing. IP -67 Humidity ETS 300 019-1-4,EN 302 085 (Annex A.l.l) Salt Fog According to IEC 68-2-11 Ordering Options - Antenna with mount MA-WA56-DP20 B Antenna with 2xN-Type, Female Connector suited for MNT-22 MA-WA56-DP20 N Agreement No. 2017 -CE -Hugo Hugo Water Tower Page 18 of 19 EXHIBIT C: LESSOR's waiver of Structural analysis on the tower, Agreement No. 2017 -CE -Hugo Hugo Water Tower Page 19 of 19 Agenda Number G.10 CITY OF HUGO COMMUNITY DEVELOPMENT DEPARTMENT PLANNING AND ZONING APPLICATION STAFF REPORT TO: Bryan Bear, City Administrator FROM: Rachel Juba, Planner SUBJECT: Excelsior Group. Adelaide Landing Final Plat DATE: September 22, 2017 for the City Council Meeting of October 2, 2017 1. PROPOSED MOTION: Move to approve the resolution approving the Final Plat for Adelaide Landing. Approval of the Final Plat requires a 3/5 vote of the City Council. 2. DESCRIPTION OF REQUEST: The applicant is requesting approval of a final plat in order to plat 81 lots and 6 outlots on the 216 acre parcel located east of Highway 61 and north of 130th Street. The site is currently vacant. 3. BACKGROUND: The City Council reviewed will review an the preliminary plat and PUD for Adelaide Landing at its May 1, 2017 meeting. The final plat will plat 81 lots from the Adelaide Landing preliminary plat. There is a small change with the proposed villa lots on the western portion of the preliminary plat to revise the lot width to 55 feet, where 45 feet was approved. However, the essence of the plan is generally the same. The lots meet the minimum lot standards and requirements outlined in the regulations for the Adelaide Landing PUD. The park dedication requirement will be met by fee for a total of $91,368 ($1,128 per unit). The park dedication fee is reduced to accommodate for land being dedication with future phases of the plat. 4. RECOMMENDATION: Staff recommends approval the resolution approving the Final Plat and Development Agreement for Adelaide Landing. Adelaide Landing Final Plat and Development Agreement Page 2 ATTACHMENTS: a) Resolution Approving the Final Plat b) Location Map c) Engineer's Memo dated September 27, 2017 d) Draft Development Agreement e) Final Plat Graphics stamp dated September 22, 2017. f) Landscape Plan dated May 23, 2017 g) Final Plat Construction Plans dated May 19, 2017 and July 14, 2017. RESOLUTION 2017 - APPROVING A FINAL PLAT AND DEVLEOPMENT AGREEMENT FOR OP5 ADELAIDE, LLC FOR ADELAIDE LANDING WHEREAS, OP5 Adelaide, LLC, has requested approval of a final plat for the property legally described as follows: (See Attached) WHEREAS, the Planning Commission has reviewed the preliminary plat and PUD at a duly called public hearing and recommended approval of the preliminary plat and PUD; and WHEREAS, the City Council approved the preliminary plat and PUD at its meeting on May 1, 2017. NOW, THEREFORE, BE IT HEREBY RESOVLED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the request by OP5 Adelaide, LLC, for a final plat, subject to the following conditions: 1. The final plat is approved to allow the creation of 81 single family lots and 6 outlots, in accordance with the plans and application received by the City on July 20, 2017, July 21, 2017, August 1, 2017, August 15, 2017, August 17, 2017, August 23, 2017 and September 22, 20174, except as amended by this resolution. 2. The development shall substantially comply with all plans and conditions of the PUD and preliminary plat approval granted by the City on May 1, 2017. 3. Development standards shall comply with Resolution 2017-10 and 2017-11, as amended. 4. The developer shall comply with all conditions outlined in the City Engineer's memo dated September 27, 2017, and revisions required in "redlined" comments from the City Engineer. 5. Outlot use and ownership: a) Outlot A is proposed for stormwater management, wetland, and future development, including a portion of a City park, and will retain the current ownership (OP5 Adelaide, LLC). The outlot is unbuildable until a plan and new plat have been approved by the City. b) Outlot B is proposed for a roadway island to preserve existing trees, and shall be deeded to the City at the time the plat is recorded. c) Outlot C is proposed for stromwater management, and shall be deeded to the City at the time the plat is recorded. Resolution 2017 - Adelaide Landing Final Plat and Development Agreement d) Outlot D is proposed for stormwater mangement, and shall be deeded to the City at the time the plat is recorded. e) Outlot E is a wetland, and shall be deeded to the City at the time the plat is recorded. f) Outlot F is proposed for future development and will retain the current ownership (OP5 Adelaide, LLC). The outlot is unbuildable until a plan and new plat have been approved by the City. 6. The developer shall design and install a stormwater re -use system for irrigation of the individual lots. 7. The developer shall establish a property owners association for the development to own/operate/maintain common elements, landscaping, and the water re -use system. The property owners association documents shall be reviewed and approved by staff prior to recording the plat. 8. The plat shall comply with the City's street naming system. 9. The landscaping planned for the plat shall be installed in one phase. The developer shall take proper precautions to protect the trees as the homes are being built. 10. Each home shall include a minimum of 2 parking spaces within the driveway. The driveway widths shall be a maximum of 24 feet at the right of way line. 11. Staff will continue to work with the applicant on the street lighting plan. Exact locations of the street lights shall be reviewed and approved by staff prior to installation. 12. The lowest floor elevations shall be revised to comply with Section 90-138. The applicant shall provide all minimum floor elevations for all lots to ensure compliance with City requirements. 13. The developer shall obtain all necessary local, state, and federal permits. 14. Prior to recording the final plat: a) The plans shall be revised to include the following: a. Include the two Premier Bank properties to the north, as shown in the approved preliminary plat, in to the final plat. b. Include the right-of-way for the roundabout design at 130a` Street and Flay Road. c. Drainage and utility easement shall be placed over all of the proposed Outlots. b) The developer shall provide one-third ($521,840.00) of the construction cost in escrow money to the City or other payment method approved by the City for the improvements to 130th Street per the cost sharing agreement. Resolution 2017 - Adelaide Landing Final Plat and Development Agreement c) The developer must obtain all necessary stormwater management and wetland conservation act (WCA) permits from the City. d) The developer shall pay $ 91,368.00 in full to satisfy the required cash in lieu of parkland dedication requirement. e) The developer shall pay the sewer and water trunk fees for each lot at final plat. The City's SAC and WAC fees will be paid at the time building permits issued. f) The developer shall obtain approval from Xcel Energy on the crossing of the powerline easement. g) The developer shall obtain approval from Koch on the crossing of the gas line easement. h) The applicant shall provide copies of the property owners association documents/covenants for City review and approval. A copy of the document shall be filed for recording with the final plat. i) The developer shall enter into a development agreement, shall agree to complete all improvements, and pay all fees as required by the agreement. Landscaping and Lighting j) The landscape plan shall be revised to: a. Remove the cottonwood and sugar maple trees from the plan and replace with a different tree species. b. Show landscaping with the roundabout on 130th Street. k) The final landscape plans must be submitted for review and approval by staff. 1) Outlot D shall be widened to allow for an adequate landscape buffer behind lots 6, 7, 8, 9, Block 7. Signage m) Final design of the entrance signage for the development shall be reviewed and approved by staff. n) An encroachment agreement shall be reviewed and approved the use of Outlot D for the location of the signage. o) The developer shall enter into an agreement for access and maintenance of the landscaping and signage with in Outlots A, B, C, and D. Resolution 2017 - Adelaide Landing Final Plat and Development Agreement p) The property owners association shall be responsible for maintenance of all development signage and landscaping within the outlots, common space, and the 130`h Street roundabout. Streets/Access q) The street sections shall be revised to meet City specifications. 15. Prior to the issuance of building permits: a) The applicant shall file the final plat, development agreement and associated documents with Washington County. Proof of recording shall be provided to the City. b) The applicant shall submit three full sets of approved final plans to the City. c) The stormwater re -use system design shall be reviewed and approved by staff. The stormwater re -use operation and maintenance agreement shall be approved by the City. d) If a sales trailer is located in the property, a site plan and building elevations shall be submitted for City review and approval. 16. Prior to the issuance of Certificate of Occupancy: a) Park improvements: i. Grading and seeding within the City owned outlot (Oulot A, County Ponds) and the area south of the powerline easement. This shall be completed by and paid for by the developer. ADOPTED by the City Council on October 2, 2017 Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk ".-i &Associates, Inc. Infrastructure ■ Engineering • Planning ■ Construction 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 September 27, 2017 Ms. Rachel Juba City Planner City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Final Plat Review Adelaide Landing WSB Project No. 010451-000 Dear Ms. Juba: We have reviewed the final plat submittal for the above -referenced project. In particular, we have reviewed the following plans related to this particular request: • Adelaide Landing Final Plat prepared by Westwood Professional Services. • Grading Drainage and Erosion Control Plans dated 09/22/17 • Construction Plans for Sanitary Sewer, Watermain, Storm Sewer, and Streets dated 09/22/17 • Storm Sewer Design dated 09/21/17 Based on the review of the final plat documents, we offer the following comments related to this application: Final Plat 1. The final plat is consistent with the preliminary plat documents, and the appropriate drainage/utility easements have been provided within the plat area itself. 2. Outlots should contain drainage and utility easements over them and right of way should be provided to accommodate the future roundabout consistent with information provided to the developer. Development A -t reement 1. There are a number of development fees outlined within the City's Fee Schedule that will become due as part of the final plat. The Development Fees are included within Exhibit C of the Development Agreement. C..-!Users!R.,WJubaUppDamlL-..Mics AWlndoK iTempoy Internet FlesIConrent Outlook104F7=2D L7R-rjuba-Adelaid, L—dingFP-09271Zd- Ms. Rachel Juba August 12, 2015 Page 2 2. The stormwater reuse system will be located within lot -line drainage and utility easements, roadway right of way, and some Outlots. The system will be owned and operated by the Homeowners Association, and the City will have access to the system as needed for monitoring and operation. A credit based on the anticipated reduction in water demand has been included as part of the Development Agreement. 3. The developer is responsible to pay for 44% of the costs to reconstruct 130th Street. The developer is required to pay for 1/3 of their share of the cost to reconstruct 130th Street with each of the first three plats. Grading, Street, and Utilih Plans 1. We are working directly with the applicant's engineer to finalize the grading, street, and utility construction plans, specifications, and details. We will issue the drainage permit and construction plan approvals once the remaining issues have been resolved. We do not expect that any remaining plan changes will have a significant impact on the final plat. 2. We are coordinating the future reconstruction of 130th Street with the applicants engineer to ensure adequate right of way is provided and other elements are coordinated appropriately. Thank you for the opportunity to provide comments on this project. If you have any questions, please do not hesitate to contact me at 651-286-8463. Sincerely, WSB & Associates, Inc. Mark Erichson, PE City Engineer cc: Scott Anderson, Public Works Director (email only) Steve Duff, Senior Engineering Technician (email only) Katy Thompson, Water Resource Engineer (email only) Stephanie Hatten, Water Resource Engineer (email only) Steph Griffin, Excelsior Group (email only) John Bender, Westwood Professional Services (email only) C.lUsemLPR chel.JubaUppl7ataUL callMlcmwj?lffindox iTenipomryrntemet File lContenGOutlooklO4F75ADIIL7R-,juba-Adelaide Landing FP-09271Zd- Return To: City of Hugo 14669 Fitzgerald Ave N Hugo, MN 55038 CITY OF HUGO WASHINGTON COUNTY, MINNESOTA DEVELOPMENT AGREEMENT Adelaide Landing THIS AGREEMENT, made and entered into this day of .20 by and between the CITY OF HUGO, a Minnesota municipality organized under the laws of the State of Minnesota (hereinafter referred to as "City"); and OP5 Adelaide, LLC (hereinafter referred to as "Developer"). WITNESS: WHEREAS, the City Council of the City has, by Resolution Number 2017-11 on Mayl, 2017, approved the preliminary plat for a major subdivision as proposed by the Developer to be known as "Adelaide Landing" ; and, WHEREAS, the City Council of the City has, by Resolution Number 2017-10 on May 1, 2017, approved the PUD general plan for a major subdivision as proposed by the Developer to be known as " Adelaide Landing " ; and, WHEREAS, the City Council of the City has, by, Resolution Number _ on October 2, 2017, approved the final plat for a major, subdivision as proposed by the Developer to be known as " Adelaide Landing " (hereinafter referred to as the "Plat"); and, WHEREAS, the Plat proposed a development of an approximately 216 acre parcel of land into 81 residential lots and 6 outlots; and, WHEREAS, it is the ,policy of the City` -to `enter into development contracts as contemplated in Minnesota Statutes §462.358, Subd. 2(a); arid,, h WHEREAS, the parties hereto desire to set forth _ their respective rights and obligations of the parties to this'Agreement. NOW, THEREFORE, in consideration of the premises and of the mutual promises and conditions contained herein, it is agreed by the parties hereto as follows: A. GENERAL ENGINEERING CONDITIONS; 1. Escrow for City ,Costs and Fees. Developer shall, contemporaneously with the execution of this Agreement, deposit with the City an escrow as outlined in Exhibit C to cover the cost of legal fees, engineering and construction observation fees, administrative expenses, and other costs related to this Plat. All .fees and costs incurred by the City in connection with the Plat shall be charged against said escrow account which shall remain in effect until the expiration of the warranty period for the Plat, as defined in paragraph 7, in all events said fees and costs shall be the responsibility of the Developer and shall be paid on demand. Any funds remaining in the escrow account after the completion of the warranty period shall be refunded to the Developer. In the event that the escrow account herein is depleted, Developer agrees to post additional funds to replenish the account and to cover projected City costs. Specifically, Developer agrees that the escrow account shall maintain a balance of no less than $5,000.00. Developer shall be entitled, upon request, to an itemized statement of all costs and fees charged against this escrow account. Adelaide Landing 2 2. Development Plans. In accordance with the policies and ordinances of the City, and subject to all City resolutions and approvals in connection herewith, the Developer shall construct the proposed improvements (hereinafter referred to as the "Improvements"). All Improvements shall be constructed and installed pursuant to the terms and conditions herein set forth in accordance with the plans approved and listed on Exhibit A, subject to all City resolutions and approvals listed in Exhibit B, subject to final approval bythe City, and in accordance with City standards and requirements including those listed herein. ,In addition, all public street, utility, and storm drainage improvements shall comply with the City's adopted specification book and the reasonable direction of City staff. 3. Authorization to Proceed with Construction. Developer agrees not to commence any grading, utility or street work within the Plat until the following are completed: 1) Construction plans are approved by the City and distributed. 2) Pre -construction conference is held. 3) Notice to Proceed is issued. 4. Construction Observation. The City, for its benefit, will provide staff of its choosing to provide construction observation for 6e Improvements outlined in this Agreement. All costs associated with construction observation and inspection will be the responsibility of the Developer. The Developer shall allow City staff and City consultants access to the Plat to allow for this work to occur. 5. Miscellaneous Requirements. a) Property Corners: All property corners as identified on the Plat must be moriumented with'iron surveyor's pipes by the Developer prior to final project acceptance, as defined iii paragraph 7 of this Agreement. 4 b) Drainage Easements: Drainage easements shall be dedicated on the Plat so as to cover, any wetlands and stormwater ponding areas located below the 100 -year high water levels. c) , Soils_ Testing: Soils inspection and compaction testing by a registered professional engineer shall be accomplished on all lots where filling is required, in accordance with the approved Grading, Drainage, and Erosion Control Plan. A minimum of one (1) compaction test for all developed lots shall be obtained for every two (2) foot increment of fill that is placed. A summary of all inspections and compaction tests for all developed lots shall be provided to the City upon completion of the grading and shall be provided for a respective lot prior to the issuance of a building permit for such lot. Adelaide Landing d) Private Utilities: All private utilities that are installed, including 3 electricity, telephone, natural gas and cable television, shall be installed underground. e) Mailboxes: Developer shall coordinate mailbox locations with the United States Postal Service. 0 Street Lights: Street lights shall be installed within the Plat according to the Street Lighting Plan, which will first be approved by the City Engineer. Developer shall also submit its Street Lighting Plan to the applicable power company for its review, comment and approval. The installation of the street lights shall be coordinated with the applicable power company so that the street light system is installed, constructed and operated in such a manner as will harmoniously exist with other street lights within -the area. g) Working Hours: Construction activity, including equipment startup and fueling, can only occur between the hours of 7:00 a.m. and 7:00 p.m. Monday through Friday; 8:00 a.m. and 5:00 p.m. on Saturdays; atno`time on Sundays or holidays. h) Street Sweeping: Developer, shallsweep and/or otherwise clean all streets, as needed, within and adjacent to the Development property as a result of construction activities associated with the Plat until final acceptance of.the Improvements. If the streets are not maintained in a manner acceptable to the City, after reasonable notice to the Developer the City will arrange for the street sweeping at Developer's cost. i) Placement of Bituminous Wear Course: The bituminous wear course can be placed on all streets once all of the following have occurred: 1. A Certificate of Occupancy has been issued for at least 75% of the lots or a cash escrow in the amount of $10,000 has been deposit with the City which will be held until 75% of the lots have received Certificates of Occupancy. At the City's discretion, the wear course may be placed prior to having 75% occupancy. If applicable, the warranty period shall, be extended an additional one (1) year for a total of two (2) years from final acceptance. In no case shall the wear course be placed with less than 50% occupancy. ?.. The base course on all streets has been in place for at least one full freeze -thaw cycle. 3. City staff or its assignees have visually inspected all roadways and curb within the Development, and any repairs necessary as a result of said inspection are complete and written approval issued. 6. Project Completion: The Improvements listed herein on Exhibit A, including street, sanitary sewer, storm sewer, and municipal water, shall be completed subject to the approval of the City in accordance with the approved plans. All Improvements shall be substantially Adelaide Landing 4 completed to the reasonable satisfaction and approval of the City within twelve (12) months of the execution of this Agreement. Substantial completion shall consist of all work with the exception of placement of the bituminous wear course and completion of the final punchlist. The Developer shall be excused from the strict completion date set forth herein if written notice is received from the Developer of the existence of causes over which the Developer has no control which will delay the completion of the work and approved in writing by the City. In that event, the City may extend the date or dates herein specified. 7. Project Acceptance: Final project acceptance will be considered by the City Council once the following have been completed: (a) All Improvements are installed according to the approved plans. (b) All punchlist items are completed. (c) All Record Drawing information has been provided to the City to its satisfaction. (d) Escrow account for City costs ' and fees is current in accordance with the provisions of this Agreement. (e) The City receives confirmation via lien waivers that contractors or other parties have been paid for the work completed. (f) The City receives a written request from ;the Developer to accept the Irnprovements. 8. Record Drawing 'Re uirements and Engineer's Certification. Following completion of all development activities- and prior to the release of security and acceptance of Improvements, the Developer and/or their assignee shall provide to the City "as -built" plans for the Improvements listed on Exhibit A. This information shall be provided to the City in the following formats: Adelaide Landing (a) 1 -set myar drawings (22" x 34") for all Improvements. (b) 1 -set paper drawings (22" x 34") for all Improvements. (c) Individual Adobe.pdf (or approved equivalent) for all plan sheets and the final plat. All Record Drawings shall include the following information: (a) All bench marks shown on plans (bench marks shall be top nut of hydrants). (b) Swing ties to all gate valves shown on plans (ties should be to manholes, catch basins, hydrants or other permanent objects. (c) Swing ties to curb stops shown on plans (ties should be to manholes, catch basins, hydrants, property corners or other permanent objects). (d) Top of casting and invert elevation for all structures. (e) All pipe sizes, material type, pipe classification, grades and lengths 9 (f) All horizontal and vertical curve data in the appropriate location on the plans. (g) Televised report of the sanitary sewer with videotape. (h) Swing ties to any manhole or catch basin outside the roadway area. (i) A text file including the x, y and z coordinates (based on Washington County's coordinate system) for the following: 1. All curb stops 2. All hydrants 3. All gate valves 4. All manholes located outside of the roadway 9. Construction Warranty and Financing of Improvements. The Developer agrees to construct the Improvements described herein at its own expense and , in accordance with City specifications. The Developer shall engage at its own expense a registered, professional civil engineer to prepare plans and specifications for the Improvements and shall submit the same to the City for review and approval. The Developer represents and warrants that all of the Improvements made as a part of this development shall be guaranteed to be properly functioning as designed for a period of not less than one (1) year following -acceptance of the entire project by the City. In the case of any material or labor that is supplied and that is'reasonably rejected by the City as defective or unsuitable, then the rejected materials shall be removed and replaced with approved material, and the rejected labor shall be done anew to the reasonable satisfaction and approval of the City at the sole cost and expense of the Developer. hi _any event, none of the warranty periods expressed herein shall begin to run until all of the Improvements within the Plat have been approved and accepted by the City. The Developer's engineer shall certify that grading within the Plat was completed in accordance with the approved Grading, Drainage and Erosion Control Plan before the City issues any building permits. The Developer shall remain ultimately responsible for accurate grading of all lots and shall, correct any deficiencies in grading that may be discovered until the certificate of occupancy is issued or the developer is released from its obligation under this Agreement as outlined in paragraph �7'above. , 10. Signs. The Developer shall prepare a plan for all regulatory, directional and street name signs to be within the Plat. The plan shall be reviewed and approved by the City's public works department. Upon plan approval, the City's public works department shall install all public signage within the Plat. The installation of all private signage shall be the responsibility of the Developer. All costs related to the installation of public signage shall be the responsibility of the Developer and will be deducted from the Developer's escrow account. The Developer shall post funds as outlined in Exhibit C prior to the City's public works department beginning the installation. Adelaide Landing 0 It. Drainas,,e Easements. a) Work within Easements: No other than Improvements shown on the approved plans, easements without the prior written permission of the jurisdiction. improvements, landscaping, or grading, shall be permitted in dedicated drainage City and any regulatory agency having b) Maintenance Responsibilities: The Developer and its successors in interest, including all individual homeowners, shall be responsible for routine maintenance of all storm water management ponds, wetlands, and drainage areas within easements dedicated to the City on their property. Routine maintenance shall include litter removal, mowing and maintenance of the property adjacent to pond or wetland areas. In the case of drainage swales, routine maintenance includes the removal of obstructions' from the swale as necessary to maintain proper drainage in addition to the aforementioned items. The City shall be responsible for non -routine maintenance of storm water ponds within the easements, including pond dredging, maintenance of the storm water inlet(s) and outlet(s) pipes, and erosioncontrol at outlet and inlet locations. Such maintenance shall be completed as deemed necessary by the City. 12. Wetland Signage: Permanent signage shall be, placed along wetland edges as outlined in the City's General Specification ,and Standard Details Manual or approved equal by the City. 13. Lowest Floor Elevations. All minimum floor elevations shall comply with Section 90-171 of the Hugo Zonirig,Ordinance, the City's Comprehensive Stormwater Management Plan, or the approved Grading, Drainage, and Erosion Control Plan, whichever is more restrictive. Except as may be specifically allowed under Exhibit A, no building shall be constructed on any of the lots herein unless the lowest floor elevation is at least three (3) feet above the 100 -year flood elevation or four (4) feet above the high -groundwater elevation, whichever is greater, for the subject property. Additionally, the lowest floor elevation shall be specifically referenced and designated, for each lot, on a certificate of survey, which survey shall be provided to the City before any building permits are issued for any lots within the Plat. 14. Landscaping. All disturbed areas within the Plat shall be landscaped in accordance with the approved landscape plans, the City ordinances, and the City's General Specification and Standard Details Manual. All landscaping shall be complete, established and growing within sixty (60) days of issuance of a Certificate of Occupancy, except that, if the certificate of occupancy is issued between the dates of October 1 and May 1, then the landscaping required herein shall be complete, established and growing no later than July 1. All front yards, side yards and back yards shall be fully sodded. All landscaped areas shall be tilled or otherwise worked mechanically in order to loosen compacted soils and shall contain at least four (4) inches of black dirt containing no more than 35% sand. Unless specific arrangements are made and agreed to by the City, all Adelaide Landing 7 landscaping installed within the Plat shall be maintained by the Developer and its successors. All areas, other than proposed street areas, disturbed by grading activities on the site shall be seeded. Seeding shall be immediate upon completion of grading activities or as directed by the City Engineer. Seeding shall be completed as follows: a) All areas shall be restored with a minimum of four (4) inches of adequate topsoil prior to seeding. b) Upland areas shall be seeded in accordance with the grading, drainage, and landscape plans listed in Exhibit A. The rate of application shall be one hundred (100) pounds per acre. Areas seeded shall be mulched with Type 1 mulch at a rate of two (2) tons per acre. All mulch shall be disk anchored. c) Wetlands, wetland replacement areas and storm water ponding areas shall be seeded with MN/DOT Seed Mixture 25B, or as required by the permitting regulatory agency. The minimum rate of application shall be thirty (30) pounds per acre, or as recommended by the supplier. d) All seeded areas shall be maintained for the term of this Agreement. Upland areas shall be mowed as necessary or as directed by the City Engineer. e) All disturbed areas within the development shall be maintained to limit vegetation growth to less than ten (10) inches except designated natural areas or designated open spaces as shown on the, approved plans. 15. - Safe Rooms. I The Developer shall require all builders to offer a safe room as an option to any and all potential homebuyers. All safe rooms offered and built within the City must meet or exceed FEMA requirements and standards. B. ESCROWS, CHARGES AND UTILITY OVERSIZING: Developer shall pay the escrows, fees and charges listed on Exhibit C. C. SPECIAL PLANNINGREQUIREMENTS: The Plat shall be built and maintained in accordance with the planning requirements listed on Exhibit A hereto, and any miscellaneous requirements listed on Exhibit B hereto. D. ADMINISTRATIVE REQUIREMENTS: 1. Miscellaneous Provisions. Developer specifically understands that this Plat approval is given subject to the following requirements: Adelaide Landing a) Expiration. The final plat documents for the Plat, which is the first N phase of the Clearwater Cove preliminary plat, have been submitted to the City Council within one hundred twenty (120) days of preliminary plat approval. The final plat must be recorded with the Washington County Recorder (and the mylar "hardshells" must be fully executed) within sixty (60) days of the City Council motion giving final plat approval, unless such deadline is extended by the City Council in its sole discretion, or else said approval shall be null and void. All fees relating to this subdivision shall be paid by the Developer, including the, cost of recording documents with Washington County. b) Recordin„ . The developer shall record this Agreement with Washington County simultaneous with the recording of the Plat; and shall forward confirmation of recording of the Plat and this Agreement to the City prior to the issuance of building permits. All applicable conditions of Plat approval must be met before any deeds are stamped for recording and prior to the recording of the Plat at the Washington County Recorder's Office. Plat approval shall be contingent upon compliance with the approved plans for the Improvements and upon compliance with this Agreement. C) Model"Homes. In the event that site grading is approved by the City prior to Plat approval and/or execution of this Agreement, posting of security and filing of the Plat, the Developer shall be entitled to one (1), building permit per housing unit type on lots that abut existing streets or roadways, subject to final approval by the City. No model homes may be constructed or utilized until at least one (1) lift of bituminous has been installed from said model home lot providing access to a public street or roadway outside of the Plat. No certificate of occupancy shall be issued for any model or other'home until all necessary public improvements and utilities have been installed and the utilities have been successfully tested. Prior to this, and at the time that a model home passes final inspection, a model home may only be used by Developer's staff or realtors for purposes of showing the models to potential buyers. No model home may be used until landscaping conforming to City ordinance and paragraph 14 of this Agreement has been installed except that, if the certificate of occupancy is issued between the dates of October 1 and May 1, then the landscaping required herein shall be complete, established and growing no later than July 1. `'d) Sales Trailers. The developer may be entitled to a maximum of one (1) temporary sales office (sales trailer) for this and all subsequent phases of the development for a period of time not to exceed nine (9) months. Upon receipt of an acceptable site plan, a sales trailer may be approved by the City Community Development Director prior to the first model home being available for showing. The trailer is subject to the issuance of a building permit, shall meet all applicable building codes, shall be fully skirted, shall be suitably landscaped, shall contain sufficient parking for the size of the office, and shall have safe and suitable access to a paved, public roadway. The trailer shall be removed, and the site shall be restored within seven (7) days following the date that a model home passes final inspection. Adelaide Landing E e) Deviations. No material deviations from the approved Plat shall be allowed unless approved in writing by the City. Approval herein is also given subject to full compliance with the conditions of approval and findings adopted by the City Council in connection with the approval of the development. 0 Certificates of Survey. A certificate of survey shall be provided to the City Building Inspector for each lot at the time a building permit is requested for the lot. Attached to the certificate of survey shall be an erosion control plan for the lot showing location and type of all erosion control measures to be used on the lot, and spot elevations, tree preservation plan shall be submitted for each home site. g) Outhouses. The Developer shall provide on-site a sufficient number of portable outhouses to be available for the persons who will be working on-site until Improvements are accepted according to the plans in Exhibit A. h) Property_ Owners Association. When required as a condition of approval outlined in Exhibit B, the Developer agrees to form a property owners association, membership in which shall be mandatory for all of the lots within this development. The property owners association shall be responsible for maintenance and repair of all common elements as listed in the property owners association documents within this development and the same shall be maintained in good condition in accordance with all City ordinances and reasonable directions of the City. Developer agrees to provide a copy of the property owners association documents to the City prior to the recording of the final plat. In the event of failure or refusal of any property owners association to so maintain or repair the common elements then the City may, with seven days written notice and without regard to the requirements or formalities of Minn. Stat. §429 perform the work and assess each of the lots within the plat for the cost of the work. i) Intentionally deleted j) The property owners association documents shall advise owners of all lots of the requirements of this Agreement as follows: THE LAND WITHIN THIS PLAT, INCLUDING THE LAND CONVEYED HEREIN, IS BOUND BY RESTRICTIONS IN A DEVELOPMENT AGREEMENT. SAID DEVELOPMENT AGREEMENT IS ON FILE AT THE OFFICE OF THE WASHINGTON COUNTY RECORDER. k) Developer acknowledges that a separate development agreement will be entered into at the time of final plat approval of subsequent phases in the developmentThat Development Agreement will address, among other things, necessary improvements to be made, financial guarantees to be provided, and the amount of the development fees to be paid by the Developer. Adelaide Landing 10 1) Developer shall remove all tree waste, junk, miscellaneous debris, junk vehicles, and any other personal property from the Plat which does not comply with the City Zoning Ordinance until final acceptance of the Improvements. E. DAMAGES AND DEFAULT: 1. Developer agrees to pay liquidated damages to the City if any lot has a real estate closing occur before all public improvements within the Plat are certified as being substantially completed by the City. Specifically, Developer agrees to immediately pay to the City liquidated damages in the amount of Ten Thousand Dollars ($10,000.00) for each lot closing which occurs in violation of this paragraph. The City shall be authorized to retain an appropriate percentage of the financial guarantee referred to in paragraph 4 as security for payment of any liquidated damages owed to the City. Model Homes are exempt from this section. 2. Developer agrees to pay liquidaied;,damages to the City, in the amount of Five Thousand Dollars ($5,000.00), if the Developer eriaroaches upon any City road right-of-way or utility easement not permitted on the plans without first obtaining a written permit from the City expressly authorizing said encroachment. The City shall he authorized to retain an appropriate percentage of the financial guarantee referred to in paragraph 4 as security for payment of any liquidated damages owed to the City. 3. Events of Default. a). Events of Default Defined. The following shall be 'Events of Default" under this. Agreement and the term 'Event of Default" shall mean, whenever it is used in this Agreement, any one or more of the following events: ,Subject to unavoidable delays, failure by Developer to commence and complete construction of the Improvements pursuant to the terms, conditions and limitations of this Agreement. 2. Failure by Developer to substantially observe or perform any material covenant, condition, obligation or agreement on their part to be observed or performed under this Agreement. b) Remedies on Default. Whenever any Event of Default occurs, the City, subject to any rights of third parties agreed to by the City pursuant to this Agreement, or otherwise by written, executed instrument of the City, may take any one or more of the following: Adelaide Landing The City may suspend its performance under the Agreement until it receives assurances from Developer, deemed adequate by the City, 11 that Developer will cure their default and continue their performance under the Agreement. Suspension of performance includes the right of the City to withhold permits including, but not limited to, building permits. 2. The City may initiate such action, including legal or administrative action, as is necessary for the'City to secure performance of any provision of this Agreement or recover any amounts due under this Agreement from Developer, or immediately draw on the financial Letter of Credit, as set forth in this Agreement. 4. Enforcement by City; Damages. The Developer acknowledges the right of the City to enforce the terms of this Agreement against the Developer, by action for specific performance or damages, or both, or by any other legally authorized means. The Developer also acknowledges that its failure to perform any or all of their obligations under this Agreement may result in substantial damages to the City, that in the event of default by the Developer, the City may commence legal action to recover all damages, losses and expenses sustained by the City; and that such expenses may include, but are not. united to, the reasonable fees of legal counsel employed with respect to the enforcement of this Agreement. '. THIS AGREEMENT: 1. Release of A reement. This. Agreement shall run with the land and may be recorded against thetitleto the property. After the Developer has completed the work required of it under this Agreement, at the Developer's request the City will execute and deliver to the Developer a release. 2. Warranty of Title. Developer warrants and represents to the City that it is the fee owner of the land described herein, except for a portion of the property, and that it has authority to execute this Agreement, with consent from the other fee owner, and agree to the conditions hereof and to subject the land hereto. Developer also represents and warrants that the use for which this development is sought will not violate any restrictive covenants applying to the property. 3. Binding Effect. This Agreement shall be deemed to be a restrictive covenant and the terms and conditions hereof shall run with the land described herein and be binding on and inure to the benefit of the heirs, representatives and assigns of the parties hereto, and shall be binding upon all future owners of all or any part of the subdivision, and shall be deemed covenants running with the land. Reference herein to the Developers, if there be more than one, shall mean each and all of them. Adelaide Landing 12 This Agreement shall be placed of record so as to give notice hereof to subsequent purchasers. The cost of said recording shall be borne by the Owner and charged against the escrow account. 4. Restrictions on Transfer/Indemnification. Developer agrees to defend and hold the City, and its officials, employees and agents, harmless against any and all claims, demands, lawsuits, judgments, damages, penalties, costs .and expenses, including reasonable attorney's fees, arising out of actions or omissions by Developer, their employees and agents, in connection with the Project. No transfer or assignment shall be made without City approval and any assignment or transfer without such approval shall be void. 5. Incorporation by Reference. All general and special conditions, plans, special provisions, proposals, specifications and contracts for the Plat and for any Improvements furnished and let pursuant to this Agreement shall be and hereby are made a part of this Agreement by reference as if fully set out herein in full. 6. Developer will comply with and promptly perform all of its obligations under this Agreement. 7. Evidence of Title. Developer shall famish,the City with evidence of fee ownership of the property being platted by way of an attorneys title opinion or title insurance commitment dated not earlier than thirty (30) days prior to the execution of the Plat. IN WITNESS WHEREOF, the City and, Developer have caused this Agreement to be duly executed of i the day and year first above written. Adelaide Landing 13 By Tom Weidt, Mayor STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) Cite of Hugo By_. _ Michele Lindau, Clerk On this day of , 200before me, a Notary Public, personally appeared Tom Weidt, Mayor, and Michele Lindau, Clerk, of the City of Hugo, a Minnesota municipality within the State of Minnesota, and that said instrument was signed on behalf of the City of Hugo by the authority of the City Council of the City of Hugo, and Tom Weidt and Michele Lindau acknowledge said: instrument to be the .free act and deed of said City of Hugo. Adelaide Landing Notary Public 14 Developer OP5 Adelaide, LLC LI -A Its: STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this day Of ----9 2015, within and for said County and State, personally appeared _ who, by me duly sworn did say, that he is the corporation, on behalf of said corporation. DRAFTED BY: David K. Snyder Johnson & Turner 56 East Broadway Avenue #206 Forest Lake, MN 55025 Adelaide Landing Notary Public 15 (Corporate Notary) before me, a Notary Public, to me personally known, . a LIST OF DEVELOPMENT PLANS Sheet No. Plan Date 1 Author Westwood Professional Services, LLC Westwood Professional Services, LLC Westwood Professional Services, LLC Westwood Professional Services, LLC Westwood Professional Services, LLC Westwood Professional Services, LLC Westwood Professional Services, LLC Westwood Professional Services, LLC Westwood Professional Services, LLC Westwood Professional Services, LLC Westwood Professional Services, LLC_ Westwood Professional Services, LLC Westwood Professional Services, LLC Westwood Professional Services, LLC Westwood Professional Services, LLC Westwood Professional Services, LLC Westwood Professional Services, LLC Westwood Professional Services, LLC Adelaide Landing EXHIBIT R APPROVAL CONDITIONS 1. The final plat is approved to allow the creation of 81 single family lots and 6 outlots, in accordance with the plans and application received by the City on July 20, 2017, July 21, 2017, August 1, 2017, August 15, 2017, August 17, 2017, August 23, 2017 and September 22, 20174, except as amended by this resolution. 2. The development shall substantially comply with all plans and conditions of the PUD and preliminary plat approval granted by the City on May 1, 2017. 3. Development standards shall comply with Resolution 2017-10 and 2017-11, as amended. 4. The developer shall comply with' all conditions outlined in the City Engineer's memo dated September 27, 2017, and'revisions required in "redlined" comments from the City Engineer. 5. Outlot use and ownership: a) Outlot A is proposed for stormwater management, wetland, and future development, including a portion of a City park, and will retain the current ownership (OP5 Adelaide; LLC). The outlot is unbuildable until a plan and new plat have been approved by the City. b) Outlot 1,3 is proposed for a roadway island to preserve existing trees, and shall be deeded to the City at the time the plat is recorded. C) Outlot C is proposed for stromwater management, and shall be deeded to the City at the time the plat is recorded. d) Outlot D is proposed for stormwater mangement, and shall be deeded to the City at the time the plat is recorded. Adelaide Landing 17 C) Outlot E is a wetland, and shall be deeded to the City at the time the plat is recorded. f) Outlot F is proposed for future development and will retain the current ownership (OP5 Adelaide, LLC). The outlot is unbuildable until a plan and new plat have been approved by the City. 6. The developer shall design and install a stormwater re -use system for irrigation of the individual lots. 7. The developer shall establish a property owners association for the development to own/operate/maintain common elements, landscaping, and the water re -use system. The property owners association documents shall be reviewed and approved by staff prior to recording the plat. 8. The plat shall comply with the City's street naming system. 9. The landscaping planned for the plat shall be installed in one phase. The developer shall Jake proper precautions to protect the trees as the homes are being built. 10. Each, home shall include a minimum of 2 parking spaces within the driveway. The driveway`widths shall be a maximum of 24 feet at the right of way line. 11. Staff will continue to work with the applicant on the street lighting plan. Exact locations of the street lights'shall be reviewed and approved by staff prior to installation. 12. The lowest floor elevations shall be revised to comply with Section 90-138. The applicant shall provide all minimum floor elevations for all lots to ensure compliance with City requirements. 13. The developer shall obtain all necessary local, state, and federal permits. Adelaide Landing 18 14. Prior to recording the final plat: a) The plans shall be revised to include the following: a. Include the two Premier Bank properties to the north, as shown in the approved preliminary plat, in to the final plat. b. Include the right-of-way for the roundabout design at 130th Street and Flay Road. c. Drainage and utility easement shall be placed over all of the proposed Outlots. b) The developer shall provide one-third ($521,840.00) of the construction cost in escrow money to the City or other payment , method approved by the City for the improvements to 130th Street per the cost sharing agreement. c) The developer must obtain all necessary stormwater management and wetland conservation act_(WCA) permits from the City. d) The developer shall bay$ 91,368.00 in full to satisfy the required cash in lieu of parkland dedication requirement. e) The developer shall 'pay the sewer and water trunk fees for each lot at final plat. The City's SAC and WAC fees will be paid at the time building permits issued. f) The developer shall obtain approval from Xcel Energy on the crossing of the powerline easement. g) The developer shall obtain approval from Koch on the crossing of the gas line easement. h) The applicant shall provide copies of the property owners association documents/covenants for City review and approval. A copy of the document shall be filed for recording with the final plat. Adelaide Landing 19 i) The developer shall enter into a development agreement, shall agree to complete all improvements, and pay all fees as required by the agreement. Landscaping and Lighting j) The landscape plan shall be revised to: a. Remove the cottonwood and sugar maple treesfrom the plan and replace with a different tree species. b. Show landscaping with the roundabout on 130'h Street. k) The final landscape plans must be submitted fog- review and approval by staff. 1) Outlot D shall be widened to allow for an adequate landscape buffer behind lots 6, 7, 8, 9, Block 7. Signage m) Final design of the entrance signage `for the development shall be reviewed and approved by staff. n) An encroachment agreement shall be reviewed and approved the use of Outlot D for the location of the signage. o) The developer shall enter into an agreement for access and maintenance of the landscaping and, signage with in Outlots A, B, C, and D. p) The property owners association shall be responsible for maintenance of all development signage and landscaping within the outlots, common space, and the 130'' Street roundabout. Adelaide Landing 20 Streets/Access q) The street sections shall be revised to meet City specifications. 15. Prior to the issuance of building permits: a) The applicant shall file the final plat, .development agreement and associated documents with Washington County. Proof of recording shall be provided to the City. b) The applicant shall submit three full sets of approved final plans to the City. c) The stormwater re -use system design shall be reviewed and approved by staff. The stormwater re -use operation and maintenance agreement shall be approved by the City. d) If a sales trailer is located in the property, a site plan and building elevations shall be submitted for City review and approval. 16. Prior to the issuance of Certificate of Occupancy: R a) Park improvements: i. Grading,,and seeding within the City owned outlot (Oulot A, County Ponds) and the area south of the powerline easement. This shall be completed by and paid for by the developer. Adelaide Landing 21 EXHIBIT C ESCROWS, FEES AND CHARGES a) Escrow for Cite Costs and, Fees. The Developer shall deposit sufficient escrow with the City as outlined in Section A. 1. The required beginning balance in the account is calculated at $95,354.00. This sum is calculated to be four percent (4%) of the estimate of the required Improvements to be installed to serve the development, plus $5,000 which is the minimum balance required in the account. b) Cash Escrow or Letter of Credit. The Developer shall provide a financial guarantee to the City, in the form of a cash escrow or"letter of credit, in the amount equal to one hundred twenty-five percent (125%) of the estimated amount of the required Improvements. This amount has been calculated by the City Engineer to be $2,979,798. This amount may be reduced upon request of the Developer and approved by the City. At no point shall the Letter of Credit be reduced below ten percent (10%) of the original amount. The City shall have the right to retain the financial guarantee until the Improvements have been .completed to the satisfaction of the City and the warranty period has expired. ,c) Cash Escrow for Reconstruction. of 130"` Street. The Developer is responsible for paying 44%0 of the construction cost for the reconstruction of He Street. The total estimated cost of the construction is $3,558,000.00. The developer shall provide one-third of the construction cost in escrow money to the City or other payment method approved by the City for the improvements to 130th Street. The developer'shall provide a financial guarantee to the City, in the form of a cash escrow or other payment method approved by the City, in the amount equal to $521,840.00. d) Storm Water Trunk Fee. The Developer shall pay the City a Storm Water Trunk Fee in the amount of $78,174. This sum is calculated to be $0.07 per square foot for the 1,175,132 square feet of net developable area within the Plat, with credit provided for the stormwater reuse/irrigation system based on the anticipated reduction in water demand. The reduction is calculated at 5%. This fee shall be paid before the Plat is signed by the City. e) Storm Water Ponding Fee. The storm water ponding requirement has been met by the Developer through the incorporation of on-site ponding. No storm water ponding fee will be applied. f) Snow Plowing. The Developer agrees to pay a one-time lump sum cash escrow to the City to cover the cost of snow plowing the roads within the plat, during the first Adelaide Landing 22 snow season, before the roads are formally accepted by the City of $.50 per lineal foot. The Developer shall post a cash escrow with the City in the amount of $2,594.00 ($0.50 x 5,188 = $2,594.00). g) Sealcoatin,_,. The Developer shall post a one-time lump sum cash escrow with the City in the amount of $20,752.00 to cover the cost of the first sealcoating of the streets in the Plat. This sum is calculated to be $4.00 per foot for,the 5,188 feet of streets within the Plat. h) Park Dedication. The Developer agrees to pay a park dedication fee of $1,128 per lot for residential development payable before the 'final plat is signed by the City. Said fee shall be due for each of the 81 lots within the Plat (i.e. total due $91,368). i) Cul-de-sac Escrow. N/A j) Escrow for Street Si me. Developer shall deposit $3000.00 into an escrow account' with the City. This amount represents an estimated cost of $500/sign for 6 signs to be installed within the development. k) WCA Escrow. N/A 1) Sanitaia Sewer Trunk Fee. The Developer shall pay the City a sanitary sewer trunk fee in the amount of $132,192.00. This sum is calculated to be $1,632 per lot for the 81 residential lots within this phase. m) Water Trunk Fee. The Developer shall pay the City water trunk fee in the amount`of$.95,256.00. This sum is calculated to be $1,960 per lot, with credit provided for the stormwater.,reuse/irrigation 'system based on the anticipated reduction in water demand. The reduction is calculated at 40%, resulting in a trunk water fee amount of $1,176 per lot. The total is based on the reduced per unit fee applied to the 81 lots in the plat. Adelaide Landing 23 EXHIBT D H2REVOCABLE LETTER OF CREDIT TO: City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Dear Sir or Madam: We hereby issue, for the account of Irrevocable Letter of Credit in the amount of $ drawn on sight on the undersigned bank. The draft must: No. Date: and in your favor, our available to you by your draft a) Bear the clause, "Drawn under Letter of Credit No. 200 of ', "• b) Be signed by the City Administrator; and, c) Be presented for payment at on or before 4:00 p.m. on dated This Letter of Credit shall automatically renew for successive one (1) year terms unless, at least forty-five (45) days prior to the next annual renewal date (which shall be of each year), the Bank delivers written notice to the Hugo City Clerk that it intends to modify the terms of, or cancel, this Letter of Credit. Written Notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail at least forty-five (45) days prior to the next annual renewal date addressed as follows: Hugo City Clerk, City of Hugo, 14669 Fitzgerald Avenue North, Hugo, Minnesota 55038, and is actually received by the City Clerk at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified or limited by reference to any document, instrument or agreement, whether or not referred to herein. Adelaide Landing 24 This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 400. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. Adelaide Landing By: Its 25 EXHIBIT E CERTIFICATE OF INSURANCE PROJECT: CERTIFICATE HOLDER. INSURED: ADDITIONAL INSURED AGENT: WORKERS' COMPENSATION: Policy No. Effective Date: City of Hugo 14669 Fitzgerald' Avenue North Hugo, MN 55038 City of Hugo Expiration Date: Insurance Company: COVERAGE — Workers' Compensation; Statutory. GENERAL LIABILITY: Policy No. Effective Date: Insurance Company: O Claims Made LIMITS: [Minimum] Adelaide Landing O Occurrence Expiration Date: Bodily Injury and Death: $500,000 for one person Property Damage: $200,000 for each occurrence 1160 $1,000,000 for each occurrence Combination of Single Limit Policy $1,000,000 ore more COVERAGE PROVIDED: Operations of Contractor: YES Operations of Sub -Contractor (Contingent): YES Does Personal Injury Include Claims Related to Employment? YES Completed Operations/Products: YES Contractual Liability (Broad Form): YES t Governmental Immunityis Waived: YES Property Damage Liability Includes: Damage Due to Blasting YES Damage Due to Collapse YES Damage Due to Underground Facilities YES Broad Form Property Damage YES AUTOMOBILE LIABILITY: Policy No.: Effective Date: Expiration Date: Insurance Company: (X) Any Auto Adelaide Landing 27 LIMITS: [Minimum] Bodily Injury: $500,000 each person Property Damage: $500,000 each person No Combined Single Limit Policy: $1,000,000 each occurrence $1,000,000 each occurrence ARE ANY DEDUCTIBLES APPLICABLE TO BODILY INJURY OR PROPERTY DAMAGE ON ANY OF THE ABOVE COVERAGES: If so, list: Amount: $ [Not to exceed $1,000.00] SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING'COMPANY WILL MAIL THIRTY (30) DAYS WRITTEN NOTICE TO THE PARTIES TO WHOM THIS CERTIFICATE IS ISSUED. Dated at on Adelaide Landing 28 Authorized Insurance Representative EXHIBIT F FEE OWNER CONSENT TO DEVELOPMENT AGREEMENT Marvin J. LaValle and Judith E. LaValle, husband and wife, fee owners of all or part of the subject property, the development of which is governed by the foregoing Development Agreement, affirm and consent to the previsions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated the day of August, 2015. Marvin J. LaValle Marvin J. LaValle, as Attorney -in -Fact For Judith E. LaValle STATE'OF MINNESOTA ) )SS COUNTY OF ) The foregoing instrument was acknowledged and sworn to before me this day of August, 2015, by Marvin J. LaValle, who is married to Judith E. LaValle. Adelaide Landing Notary Public W STATE OF MINNESOTA ) )SS COUNTY OF ) The foregoing instrument was acknowledged and sworn to before me this day of August, 2015, by Marvin J. LaValle, as Attorney -in -Fact forjUdith E. LaValle, who is married to Marvin J. LaValle. Adelaide Landing Notary Public 30 ADELAIDE LANDING /ONOM' ALL PFJMM BY NEW PAESO St fiat OP5 Adelaide, LLC, o Minnesota limited liability company, owner and Leona M. Stachowiak, marital status unknown, fee owner of the following described property situated in the County of Washington, State of Minnesota, to wit. 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: Commencing at the southwest comer of said Section 29,• thence East along the South line of said Section 29, 932.3 feet; thence North at right angles 33 feet to the point of beginning., thence North 208.73 feet to an iron stake, • thence East at right angles 208.73 feet; thence South at right angles 20EC73 feet to a point 33 feet North of the South fine of said Section 29; thence West of right angles 208.73 feet to the point of beginning, containing approximately one (1) acre more or less; AND EXCEPT that part thereof described as follows. All that part of the Southwest Quarter of the Southwest Quarter of said Section 29 lying westerly of Highway No. 61. All that part of the South one—half of the Southwest Quarter of Section 29, Township 31, Range 21, Washington County, Minnesota, described as follows: Commencing at the southwest comer of said Section 29; thence East along the South line of said Section 29, 932.3 feet; thence North at right angles 33 feet to the point of beginning; thence North 206.73 feet to an iron stake; thence East of right angles 208.73 feet; thence South at right angles 208.73 feet to a point 33 feet North of the South line of said Section 29,• thence West at right angles 208.73 feet to the point of beginning. AND The Southwest Quarter of the Southeast Quarter of Section 29, Township 31, Range 21, Washingfon County, Minnesota. AND The West Half of the Southeast Quarter of the Southeast Ouorter of Section 29, Township 31, Range 21, Washington County, Minnesota. Have caused the same to be surveyed and platted as At1ELANIE LAAt0M1G and do hereby donate and dedicate to the public for public us the public ways, as shown on this plat and also dedicate the easements as created by this plat for drainage and utility purposes only. In witness whereof said OP5 Adelaide LLC, a Minnesota limited liability company, has caused these presents to be signed by Ben Schmidt, Vice President this day of 20 OPS AOEL4A7& LLC By Ben Schmidt Vice President STATE GF AOWES0TA COUNTY OF the foregoing instrument was acknowledged before me on this day of 20— by Ben Schmidt, Vice President of OP5 Adelaide, LLC, a Minnesota limited liability company, on behalf of the company. ryax„n,el !worn. r*euvl Notary Public, County, Minnesota My Commission Expires In witness whereof said Leona M Stachowiak, marital status unknown, has hereunto set her hand this day of 20_ By _ Leona M. Stachowiak STATE OF AMWCWTA COUNTY OF The foregoing instrument was acknowledged before me on this day of 20J by Leona M. Stachowiak, marital status unknown. Notary Public, My Commission £spires County, Minnesota IN.— _&O l hereby certify that I have surveyed and platted or directly supervised the survey and platting of the property described on this plat as AVELAAAE LAAA7AIK>i, that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey, that all mathematical data and labels are correctly designated on the plat, that all monuments depicted on the plot have been or will be correctly set within ane year, that all water boundaries and wet lands as defined in MS Section 505.01, Subd. 3 existing as of the date of this certification are shown and labeled on the plat; and that all public ways are shown and labeled on the plat. Dated this day of . 20_ Craig W. Morse, Licensed Land Surveyor Minnesota License No. 23021 STATE fF A/WOWTA COUNTY OFIA9W M The foregoing Surveyor's Certificate was acknowledged before me on this day of 20— by Craig W. Morse, Licensed Land Surveyor, Minnesota License No. 23021. fsae�) M'"Q wnema) Notary Public, County, Minnesota My Commission Expires PJTY LF LtM AMWAWTA This plat was approved by the City Council of the City of Hugo, Minnesota this day of 20_ and hereby certifies compliance with all requirements as set forth in Minnesota Statutes, Section 505.03, Subdivision 2. By _ Mayor By Clerk COUNTY SURWW R Pursuant to Chapter 820, Laws of Minnesota, 1971, and in accordance with Minnesota Statutes Section 505.021, Subd 11, this plat has been reviewed and approved this day of 20— BY Washington County Surveyor By COLWTY AL DMV/iREASEON Pursuant to Minnesota Statutes Section 505.021, Subd. 9, taxes payable in the year 26L_on the land hereinbefore described have been paid. Also, pursuant to Minnesota Statutes, Section 27212, there are no delinquent taxes and transfer has been entered on this day of 20 By Washington County Auditor/Treasurer By Deputy COLAW NEVA UER Document Number I hereby certify that this instrument was recorded in the Office of the County Recorder for record on this day of . 20 at o'clock _M., and was duly recorded in Washington County Records. By By Washington County Recorder Deputy l7-og, Westwood Professional Services, Inc 0 Al vn ., .FOUND CAPPED IRON PIPE INSCRIBED LS 110947 - r 289.11 f 33' , 14.35-41 100 11 0�6A_-.6•>._ �'J \ NIB°5937"W N6�60�� 60.20 "B\Ba 3 i 7.05 y I N85 O (,.�n/q.1�- pE T - ory' P \ S AL \ i DRURLI� &� EASEMENT \max \ w \ \ 9V I'�q 0 y/ 2 i �I 7fi°17.37"W p� ``\ W, mm S OUILOT A FC5 Z1A I \'� h 11 f - I IITIY ) � Iv U E`ME V/t EASEMENT I n / I IJ o m/ At �s,e 2 / 10 I I j1 va 9n' �s o� (I I 51 S69 -4646"E ,T2Lt00 ,3 ----- 1111 6 IIi o 1 i I B, t - A DEL A IDE LANDING FOUND 1/2 INCH OPEN IRON PIPE-, 94285 FOUND 1/2 INCH OPEN IRON PIPE-. -�74tJ0°OH'73T- i _i_ h _ \ 634.J9 - -in 35_00_-,`': i 32.56 313°75'49"W N89°5037'W 2271.08 N90°O__D f 246.In - _ _ _ T I � � oN�I I - TH NORLINE OF THE 5 1/2-/ YI I I `� 1 ill4 I AL ' I _ OF THE SW 1/4 OF SEC 29 AV, a Vvla„ I _ -NSP EASEMN7 PER OOCUMNT � 21 ALNOS. 261315 & 267848 o - T` 406.34 . ��' J 1 `Iv -EDGE OF WERAND / / cm p�-Pt $\ ; I / ;`-EDGE tlN NNc X14 /`' AL _ -EDGE OF WEILAND •'cso- \ ``\`�, L� w I i rMN PIPELINE CO. + j EASEMENT PER / �• 0� IAL 1 T f- L 1 _ I DOCUMENT NO. _ I / N90°00.00"W �-, %� 1 ITI J I �77rF. may\ \mss.,_ -£OCf t 4TLAND I \ 1 (l VV i�5 sew \ L_________ 462. _______ "V 6•W N2 ° . "W •. 2.25E \p 1 _ � - 4 2 1534 'a _ \ I _ TI 1 f- -� N28°2431"W ' `\ �/` 3=%"- 2372 ae 82 '9i N6� N I \\ \ 3y,. se aoo -'-58.3 "CSgo �4 N8 ,94 9Sg, - 7 5321E 277.32 o� \ OUMOT A S0 074 __56.73 h q/� _ _ \iss'a- 11115111V XTY 50"£ I dhc _DR RAINAGE N84°19&4,--65.90 � - 65.90 ; V �1 � vl� \ ! -CASEM NTAL Uj to N, �i �� 3 5�13'I< \ K. �py,,•'I"W 'l I sy'�iso7 y, In '^ U I_ 8� ,la>62 .5} \ I 1 �B°26'47"W _ pp Q w I W '35106T y� I 562 66 60, 67.65 w Z 56.65 �4�153 \ \ \ I 2 N _ -- 527°03.47"E \ \ \ p ih ti 4a94 I b N7f°79.26£ \ \ 9yry 4x ISA ? I I� u el i CB=S78°16541. r L'B=N77°49'51"W I I-- 68.63 iE r °7210 5 2 44'I N -4=23°5350" Ij 33 0 •9e \ e 4O II ery 3v o A-- i715 iI�1195\oF \ t�'P .(t' 7ya.Oa I �( ipW 9R=7500 R=7500 37.76 7.78 � 3 1 r6pXs8b,.4 N90 o 2 3 4 -^ f00.00E 389°46.46£ °464 257.356 E ; \ �r� \ 2'S ���� q 176.27�ry9k ' 3''' ° I I z IUwn 1 - S8121;'.5 - 'V _ N63 3pbp"w h 3 O Q `l . I� 3 / \ 199.67 1 2 ° 0 5 500.99 d..h n vii/ p + CB=546°28.40YI y w N 1 =� 4=77°3071" ° (SEE �,I£Ea 7 4 OF 66 111 TS) 2 `- R=115.00 5 6 7 8 9 11 12 13 35.74 Ih a \b �� �I 589°4646 E 770.18W n I L- 208.73 iw46E 1161.58 W%i'14SMEETAVM % ADELAIDE LANDING FOUND 1/2 INCH OPEN IRON PIPE NwOw'27 w 198 W - L- - - - -"- - - - --1-ssas9- - - - - - - - - 4-3s.DD a - - - - - - - - - - - - - - 11ry-� - - - - - - - - - - - - - - - a J5.00-; ry - - h 35.00 . 1 N 11 - - - - - - - - - - - -; - - T - - - - - - - - - - - -- - I - - - - - - -NORTH LINE OF THE W 1/2 OF THE P `-NORTH LINE OF THE SW 1/4 �111 i SE i/4 OF THE SE 1/4 OF SEC. 29 OF THE SE 1/4 OF SEC 29 NSP Easement per D°eu 1 IL _ - 4 Nos. 261315 & 267848 +,NSP Easement per D°cumenl � ALL Nos. 261412 & 3145752 b IL I 589°2508"E I J� �W ---- CB=N8o°34'12 E ti t711.27 -\ o V I `T \/ 4=2°J8'O1- \' r 205.79- NOO°34'52 E `i-- 11360 ! 9300 u w til S89°25108 E 22.00 H ml2 I R=202333 l d=5°51'01" h '\w -T- In t\ - 96.23 A ° 21334 - R=2089. J3 R=968.57 N86°4532'E A-5-51'01- 50.85 3 184.89 I,i r 1` N79° 1fi 08 E 183.83 ._ 131.15 N83°3 1:34 "W I 'OT R=578.80 d=12°5857 377.17 ;� 1 SAFE•FMCjW p , 1I NB8°32'02 E � � b � y E17tl OF %E $AND- \ A 1-) TL_ v l r\ 1 \ I r- n 116.79 -I P �� ti Z; OUTL OT F Rte' IF I ,,l w ' s1B.48 b / I" r L) I (�L `+ e Woo _ EDGE OF J i I A L)Tr L/1 T \ IIA/r �� V(lJ�l \ I L -I AVL - NETLANO � \ 538°30'057 ITI I 1 (� VV ^_ ----_ �'soH N86°47'05E II 29 86 129.86 . /i Lf / - - ]c' - - - - - _ - N86°47'05 E 335.° - -. - `N3O°5725r- NO3°12'55'W f �- 4860 n r T I 40.38 -� r I (7L n _ b \•$"j .1 - 'r +._ N 628 N77°4536 9"+�'� 175.36,.' 84°47'10"E _________ i ' - - - �T r r A l UI IAIr . (1/-1L-1 - lir L ( - 7 -� 12 28'E - N89°2718 £ N84°32'28 E N7982_j9 l -E - \N S86°47'05'W S V V L_ `� ^ T n I I n L) T c �) U Ir ` r 5.00 - \ 1 \a N90°00'00 _170.00 - - - -' .- 255.00 - - 83-12 - 81.15 N90-00'00"E \! N W y I (7 L r1 ..- I v� I _ ^ n I I n1 ) -T- L_ ) 10 _ v 1 ITI �'�I(iL�l pO 1 2 3 6 O� u W O m 4 5 N77°4536"E 20.43 W y J \" h W 0 o '/ri I " y� 258.90 h W �- oi � .1188.34 1742--1 N90°00'00E I I 9 4 5 6 7 I i I I�MTH LAME NORTH I � 6 7 8 9 131ST STREET N. C� Q 13 14 15 z INSET C (SEE `BEET 6 OF 6 SHEETS) o U 12 16 y H 7 17 �. N tJ64°4113 E " too 39 - D�10op373 0 Rr911.82 , 13 E 2 1 d=2°3333"__ 3385 R=7147.88 R=977.82 ` ,_,3454- 48731 43.68 ,.,viri STREET SOUTH QUARTER QUARTER CORNER OF SECTION 29,TONNSHIP 31, RANGE 21 FOUND WASHINGTON COUNTY CASTIRON MONUMENT 1 0 CB=N8o°34'12 E ;o 12 Q=6 06'26" 4=2°J8'O1- R=90257 11360 ! 9300 u w til * _ ml2 I R=202333 l d=5°51'01" h ; u,n - 96.23 80.29 �1111587� 21334 - R=2089. J3 R=968.57 N86°4532'E A-5-51'01- 50.85 3 184.89 I,i r 1` N79° 1fi 08 E 183.83 ._ 131.15 N83°3 1:34 "W I 'OT R=578.80 d=12°5857 377.17 ;� 1 SAFE•FMCjW p I b �l r('t (J(/ o-' �1 39 6 7 6 � 116.79 -I � � EDGE OF NETLAND --L Rte' s1B.48 b / 1 4=12°585 - 83°313q"W, 317-17 23/ \ A- sYd f �=i8,4�j6 I I I -SOUTH LINE OF THE SW 1/4 1 OF THE SE 1/4 OF 5EC. 29 1 The orientation of this bearing system is based an the north tine of the South One Half of the Southwest Ouarter of Section 29. Township 31, Range 21, which is assumed to bear N 89°50'37' W TILL p CB=N8o°34'12 E 2 Q=6 06'26" 4=2°J8'O1- R=90257 11360 ! 9300 - 96.21 1 206. _ �; �� I R=202333 l d=5°51'01" h ; u,n - 96.23 21334 - R=2089. J3 R=968.57 A-5-51'01- 6=5°41'33" OUTLOT ( E ORAINACE h UTILITY EASEMENT OYER ALL GF OUTLOT E I I Ak SOUTH LINE OF THE W 1/2 OF THE SE 1/4 OF THE SE 1/4 OF SEC 29 I o Denotes 1/2 inch by 14 inch iron rebar set and marked by License No. 23021 80 0 80 160 • Denotes found iron, insmlbed as shown Scale in Wetlands were delineated by Westwood Scale: 1 Inch = 80 Feet Professional Services 240 M feet AL Westwood Professional Services, Inc $06°.0 ---s= I 1.06 - ; Ir c cn 1 G --DRAINAGE & ±� h III TY EASEMENT �3 ! _ I /oL' p3 j4o355g E 1 wN`\ 2 \-- DRAINAGE & UTTU TY EASEMENT 'W A / 1 ADELAIDE LANDING INSET A (From Sheet 2 of 6 Sheets) 4-23052139" A --2305.3-50- R=7&00 R=7500 -r, L=31.26 L=31.28 i; �� ^�ORAINAGE \ &UTILITY I EASEMENT A Op N i \N\k L/\ RINAGE TY EA H I� < 6 ( _ 199.67 4-23052139" A --2305.3-50- R=7&00 R=7500 -r, L=31.26 L=31.28 i; �� ^�ORAINAGE \ &UTILITY I EASEMENT A Op N i 0 p4 Pg6'�i N83^i000 IY H I� L -- _ S89°±6'46111M,02_ ( _ 199.67 I S894646 -E 13500 L --------------J r------ -- - 10 4-23052139" A --2305.3-50- R=7&00 R=7500 -r, L=31.26 L=31.28 i; �� ^�ORAINAGE \ &UTILITY I EASEMENT A Op N i C/ ry p4 Pg6'�i N83^i000 IY H I� L -- _ S89°±6'46111M,02_ ( _ 199.67 I S894646 -E 13500 L --------------J r------ -- - 10 a 149.67 h I L=Z92� I Ih 31 h `x12.34 0.!3 4 '"I ^� I 1 � S69°4646E 13500 L --------------J 25 1 zs I 135011 245.51 1307H WAYNOI�TTIi S89°46'46 E h 2000. �j jL1 N r 20.001 ` mo 0 " m 1 0 70.00 �o v / / /� \sl• / / / 0595 DRAINAGE\1D 1 �` ou`y / rk U77LITY EASEMENT 2 I v I 3 No\ S89°4646 -E 13842 + 1—'--------------J 25 1 25 {- - - - - - - - - - 3 4 I 20 DRAINAGE &--^=---I U77UTY EASEMENT I L _ _ ---------------- I NI I Ih 6.143 h I 1 ! olr °i l 3 nl I N Ie N83^i000 IY H I� a ( _ 199.67 I S894646 -E 13500 L --------------J 4 a 149.67 I ! I I� 30 31 h `x12.34 ,v0 r----_----- --- _� I 1 I _ 10 I "-�-ORA INA GE & U77UTY I j� IN EASEMENT I Q 25 I I I I I I 25 2 I� DRAINAGE I I I I I I I I UDU TY EASEMENT I a s I I I I I I of of I I of 135011 245.51 1307H WAYNOI�TTIi S89°46'46 E h 2000. �j jL1 N r 20.001 ` mo 0 " m 1 0 70.00 �o v / / /� \sl• / / / 0595 DRAINAGE\1D 1 �` ou`y / rk U77LITY EASEMENT 2 I v I 3 No\ S89°4646 -E 13842 + 1—'--------------J 25 1 25 {- - - - - - - - - - 3 4 I 20 DRAINAGE &--^=---I U77UTY EASEMENT I L _ _ 1oD — s69°4s'4s�3a — I 20 J 6.143 h I 1 ! olr I � to of o 11 I H I20I I I I 4 a to I ! I I� 30 31 I Ih I I Iti I S89°46'46E 138.00— I I I I I I I I I I I I I I I r------------� I DRAINAGE I I I I I I I I UDU TY EASEMENT I a s I I I I I I of of I I of I I I of I I I of I I I of 5 I l I I I v m I I I I I I L- - - - - - - - - - - - - 13800 J L - - - - - - J 63.43 'irla�dr-'s6 [ 1y799 N 40 0 40 80 120 Scale in feet Scale. 1 Inch = 40 Feet 392.47 1307H WAYNOR7l-1 __"9° 9° t rrU.To 30 1 30 l 30.00 11 M Drainage and Utility Easements are shown thus. I°I I I si F --s I I II o I I o (Not to Scale) Being 5 feet in width, unless otherwise indicated, and adjoining lot lines and 10 feet in width and adjoining right-of-way lines as shown on the plot. The orientation of this bearing system is based on the north line of the South One Half of the Southwest Quarter of Section 29, Township 31, Range 21, which is assumed to bear N 89°50'37" W o Denotes 1/2 inch by 14 inch iron rebar set and marked by License No. 23021 • Denotes found iron, inscribed as shown Westwood Professional Services, Inc. r ------- N I 1 ! olr I � to of o 11 5525 H 55.25 5525 ! I I� 8 I I I a Io _ I I ! I I� 30 31 I Ih 72.61 0 __"9° 9° t rrU.To 30 1 30 l 30.00 11 M Drainage and Utility Easements are shown thus. I°I I I si F --s I I II o I I o (Not to Scale) Being 5 feet in width, unless otherwise indicated, and adjoining lot lines and 10 feet in width and adjoining right-of-way lines as shown on the plot. The orientation of this bearing system is based on the north line of the South One Half of the Southwest Quarter of Section 29, Township 31, Range 21, which is assumed to bear N 89°50'37" W o Denotes 1/2 inch by 14 inch iron rebar set and marked by License No. 23021 • Denotes found iron, inscribed as shown Westwood Professional Services, Inc. N 5- 5525 5525 11 5525 H 55.25 __"9° 9° t rrU.To 30 1 30 l 30.00 11 M Drainage and Utility Easements are shown thus. I°I I I si F --s I I II o I I o (Not to Scale) Being 5 feet in width, unless otherwise indicated, and adjoining lot lines and 10 feet in width and adjoining right-of-way lines as shown on the plot. The orientation of this bearing system is based on the north line of the South One Half of the Southwest Quarter of Section 29, Township 31, Range 21, which is assumed to bear N 89°50'37" W o Denotes 1/2 inch by 14 inch iron rebar set and marked by License No. 23021 • Denotes found iron, inscribed as shown Westwood Professional Services, Inc. 5525 5- 5525 5525 5- 5525 5525 55.25 5525 5- 4LtGb' i - -- I I I I I I I I I I I I I I I I I I I I I I I I I I I I a s I I I I I I of of I I of I I I of I I I of I I I of I I I of ! of I of I of I I I I $I I I I I v MI >N I O I2 nl o 1= nl y I Is nl O I nl I �I o I yl O II I nl of I �I I �I I y c I I IW wl I wl I WI I WI WI I ^I I ^I I ^I I1 1 12 13 14 IIII �zeolI11 2 III 54 9 III III II It �iZ� h$ . !L o1 of I o1ff II ofl II 21 2I z �I ZI 1 1 I I I I I I �w ZI I I Iw ZI I zI I I O I I 1 I I I I I. 1 1 I I I L_ J LJ L ---__J 51.193- 55.25 5525 55.25 5525 55.25 55.25 5525 _ 55.25 55.25 5525 I 55.25 5525 55.25 __"9° 9° t rrU.To 30 1 30 l 30.00 11 M Drainage and Utility Easements are shown thus. I°I I I si F --s I I II o I I o (Not to Scale) Being 5 feet in width, unless otherwise indicated, and adjoining lot lines and 10 feet in width and adjoining right-of-way lines as shown on the plot. The orientation of this bearing system is based on the north line of the South One Half of the Southwest Quarter of Section 29, Township 31, Range 21, which is assumed to bear N 89°50'37" W o Denotes 1/2 inch by 14 inch iron rebar set and marked by License No. 23021 • Denotes found iron, inscribed as shown Westwood Professional Services, Inc. A DELA IDE L A NDINC A SET O (From Sheet 2 of 6 Sheets) The orientation of this bearing system is based on the north line of the South One Half of the Southwest Quarter of Section 29, Township 31, Range 21, which is assumed to bear N 8905037' W o Denotes 1/2 inch by 14 inch iron rebor set and marked by License No. 23021 • Denotes found iron, inscribed as shown i 50 0 50 100 150 Scale in feet Scale: 1 Inch = 50 Feet CB=022°4807-E 32 Drainage Drainage and Utility Easements are shown thus: -268 k - - °ry—b' ase, I 5-1 --DRAINAGE & \ \ � � �?Po � � + I-5 UnUTY el EASEMENT 12y I I 5666_-3�5/^\ �\ 8 2/ � �/ �a ` ----J L ----L------ ` °5y "`"-DRAINAGE & A _— t. Unum \ \ / o°,.e J, Being (Not to Scale) EASEMENT F \ \ �` / °y, / 6' \ \So Being 5 feet in width, unless otherwise indicated, and adjoining lot lines, and 10 feet in width and adjoining right-of-way lines as shown on the plat. 4°o'. DRAINAGE I -9 e'• 1� / f. :/ UTILITY EASEMENT > 61 9yry s F,T� w \ 6A2-8.39, / 7 /•\ ak ry� zs o 1 21.t !9 i 4,,/I r+5�0 4¢f- W 'lam`/ ti� \\ All \> �2 4s 933 R=295.00 N71 o�J2 j` \ w 'rm s ,y / $- � •�2q. ` _ � I I I \ \ o \ ��Jdy/ S89°4646E 116.27 o I I 1 ti I r!49� r--------, F I 11 �W, I Ino \\ \'^ \ / \ // o, / // cz¢y'r�� 1 ¢W I o \o \ T y� 5 D 1 DRAINAGE 410 I aI ¢m I I3 "m\ .S N794a 18 E=./ 1 rrl ni 3 A_74°2556 1 N1105145'W /% INSET C (From Sheets 2 & 3 of 6 Sheets) A=2'39 W" A DELA IDE LANDING Drainage and Utility Easements are shown thus: I I I I 5—I + I—z I I I I o � I I — I (Not to Scale) Being 5 feet in width, unless otherwise indicated, and adjoining lot lines, and 10 feet in width and adjoining right—of—way lines as shown on the plat. 50 0 50 100 150 Scale $- in feet Scale: 1 Inch = 50 Feet The orientation of this bearing system is based on the north line of the South One Half of the Southwest quarter of Section 29, Township 31, Range 21, which is assumed to bear N 89'50°37 W o Denotes 1/2 inch by 14 inch iron rebar set and marked by License No. 23021 • Denotes found iron, inscribed as shown Wesftood Professional Services, Inc o2017 Westwood Profestimd Seryl Mt t 1 l I , „ I I , u_ 1 1 StORmwatpi Native Seed Wk 3.3,261 Final Plant Schedule - Plmse iI I I I 934m s,rarww.rSaxAawer CODE QTY Co1WMON/130TANICAL NAME SIZE SPACING O.C. NATURE SIZE I Wf k4 it t O t I - - 3 ABM SON NWM FFM SM COT NPO REO SWO Fri BOL PRE PEE VFE ABS 22 wr -Rills- tm xrw5 swW cwsrwwtmr sri.,xea nWr. (kdbl MSI pIMw4 ren I .mum w 231 z.5h 5.T291 ]a. h'm1° Ehrix.Tcw.0 _, 22a 2.m 9 a,o ,m5er.r..M� H 70' W 40' M0. ,.,z 1A2 ora ,m. 1o.,ax — z 2s,5 25" BB AS SHOWN 29 25" BB AS SHOWN 25" BB AS SHOWN H 50'-60' W 40'-50' :arc H 60'-70' W 31 .,nnr P.ww �,,. aaa • a9e , ts3 rwa e.g� rrospr. „- - vts ns 9.om sora- -mawsem .•Mery 0.19 8' HT. BB CLUMP AS SHOWN b.96% 0.55 e � 5�vps.Mm-ae - .a.sf 085 OM m ,.X o.81 H 25' W 15' Towamxr.' - m 845 242?x eh.,e aearmaeep, 8wkwre:nlr� pre ri �othenv 028 031 0.10 051% 31.'!0 39 5v ..iiw O.N — 018% 35Aa Norwoy Citi Plcea abies —werann.r' 8.% om A% )150 cause areniorw maaM1 riiewar AOWmnBrenewnm 4mr:ianvm 0 0.1122 0el 0.11 082% 020 wwrl�tVlh eiaw,M1orioora 0.2 0„ 091% ON. • auW mad Jn" w,tl wner.,e C,wxltiivn mecelthnn O.m O.Ofi` Ot]x 015% ,30 218 hneanv�,weY NWrium eNmvWe 0.15 0.19' 898% 5.9r A 0.08 1 On] 021% on w.quCSxFmrmMr AO 0.01 02,% 431 new sr.m etre, A•rm9.rx,5-wwwr.� rwm a5m8 17,dueio,mpoo^0r5wnrenrmeiU0msf1 T!' ]143% 1t.1aTowcowrLOKran. ,maox tme;f R.ta..: ,Sbrmxww wnVvaiNSmEad Ory PxMe,eMiwgomay rwM A,x: Tr2msc A@en-Vertla10., 'rwvD1m0Mtl� PmWxSc. MrvDOT DIWias R(wmtl, 95, 4, Moho x185. ABM SON NWM FFM SM COT NPO REO SWO Fri BOL PRE PEE VFE ABS 22 Autumn Blaze M e Acer x tre l 'JeBsmed' 25' BB AS SHOWN H Sill W 40' 12 Sienna Csn Maple Aar x freanan0 'Senna' 25' BB AS SHOWt! H 50'-60' W 40' H 50' W 35' 25' EN AS SHOWN 17 Northwood Mail e Acer mbmm 'Northwood' 10 Fall Fiesta Maple / Acer saccharum Boilsto 25' H5 AS SHOWN H SO. 75' W 50• 7 Si Mople I Acer saccharinum F5 Cont. AS SHOWN H 70' W 50• 9 Soudmd Cott woad / Papulas delloden ' /15 C -L AS SHOWN H 70' W 40' 12 Northern Pln Oak ( Quills— e0ipauidaf Red Oak. / Quercus ml SWampNhite Oak / Ou cus bill 2S' BB AS SHOWN H 51 W 46 H 60'-80' W 40•-50' 25" BB AS SHOWN 29 25" BB AS SHOWN 25" BB AS SHOWN H 50'-60' W 40'-50' 5 11 H 60'-70' W 31 Frontprd Linden / Taia americana'Fronlylyd 2.5" W AS SHOWN H 50•-60' W 25-30' 28 Baulill L'mden Tilio america,a 'B letard'� 22 Prklceton Elm Ulmus amaicmta 'Pnnceton' 2.5' HB AS SHOWN H 60' W 40' H 55' W 6O H 70' W 70' /15 Cont AS SHOWN 6 17 Pra'oie Expedition Ell Wmus americana Lewis &park Voll y Force B Ulmilits orriericano'Volley Forge 25' BB AS SHOWN 8' HT. BB CLUMP AS SHOWN H 20'-25' W 15 13 Autumn Briflionce Ser,nce6cry f Amelancix h7'andflora Autumn Bral-iarlce JIL 10 by Silk ese Tree Uoc 5 - i culata Ivry Slk° 8' HT., BB CLUMP AS SHOWN H 25' W 15' QUA 22 P akin Gdd Ouakiny-Aspew �' Pnpulus banuloides 'NEArb' 2- BB AS SHOWN H 30' W 15' PFC 15. Pra riefue Crab /Malas 'Pr fro6re' _ _ 2' B8 AS SHOWN H 15-20' W 20` BHS 39 Black 1 Sip— Picea al densata 5' HT., BB AS SHOWN H 30' 40' W 20'-30' NOS 41 Norwoy Citi Plcea abies 6 HT., BB AS SHOWN H ill W 25-30' NOP 27 _ Narwoy P'me Pins re�,osa 8 HT.. BB AS SHOWN H 50-80' W 3040' SCP 21 Scotch Pine %Pmus s tris 6 HT.. BB AS SHOWN H 40'-6# W Si Ill 27 While Pine Pmus strobus 6' HT.. 88 AS SHOWN H 50'-80' W 31 NOTE: WANTITIES ON PIAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. � I � I � _ _www_ _ } '' r.. •.�'�7 n -- r _ J ' Low Maintenance Turf Seed Wiz 25 -LU Native Seeding Legend Overall Project Landeaspe Rests Low °u aYy DENOTES STORMWATER NATIVE MINIMUM 1 OT REOl11RELENTS: 620 TREES fj _ 11Wn, fixYm0leN,rrw nor (or<H nrrl9omxl wr,wyYl s,rwwn SEED MI x (33-261)2 TREES PER RESIDENTIAL LOT (310 LOTS) (Excludes 7 future lots by others) r � r — — — — ( p , '-•. -.-. — o` „a _ wmr.aa Sam n.n %-mmx• mw ® TOTAL AREA (7.7 AC) ITL DENOTES LAW MAINTENANCE TURF -..t' JI I I ; L /I� ,.5 \` +,' :� - }J •�<•J I i i .� __ � Pa.wmM= asmrtm.wh.wa..r. aaTwewnlmurm r.m 7rala.srre »,rm"wn me.'rc : w :•:.:: Mx (25-131) ' *andw PTO' Onre( TOTALAREA (8 A) DISTURBED TO SODDED 1.435 TREES �,r�OTHERVASE s STREET TREES: 469 TREES r�mee.r�wr.w r,whrxeha skx, s ADDITIONAL YARD TREES (lAOT - BY BUILDER): 310 TREES _ r y _ �F . BUFFER OVERSTORY TREES: 33 TREES 1 • U BFFER EVERGREEN TREES: 330 TREES 1 J 1 1 \ :•BUFFER ORNAMENTAL TREES: 140 TREES 17 1 l a — — `E rJ I _ / �/; f• �Please 1 La�cape Provisions ,,fi�rr.. 7— xr,�. s+1� 'ate 4wwxt� Rr •+f( / �'/— �.•,' f - + 11 4< b l Ii9"4k r TOTAL LANnS(•{y PRONDE®` 496 TREES • STREET TREES: 128 TREES • ADDITIONAL YARD TREES (1/LOT - BY BUILDER): 74 TREES + BUFFER OVERSTORY TREES: 79 TREES s BUFFER EVERGREEN TREES: 155 TREES • BUFFER ORNAMENTAL TREES: 60 TREES NOTES: ONE (1) ADDITIONAL TREE TO BE INSTALLED BY BUILDER AFTER HOME CONSTRUCTION: - YARD TREE TO BE PLANTED IN FRONT YARD ON ALL 65', 70' k 85' SINGLE FAMILY LOTS - YARD TREE TO BE PLANTED IN REAR YARD ON 55' & 50' SINGLE FAMILY LOTS k SEE w } `\ _. - ✓ SHEET 7 I 4 t SEE SHEET 5 I Legend ---- Plantinf4r�DEN OM srZ== 1T® I 2 m � t f � \ \ \ 1 L - `: A . � - L►CG f�� w� ,�Iw�. r�rt .Tr✓. -^� ' Mff4DM 14111 HVERIGM N O(&ZT140iTUt .. 45 • I ,,= - •, Tom- rw.wr T Y' 1 w - 0 ST K I DmwotIIIIS tufrM aevAMKvrAe. w� i Da # NGIM Pi snmr'>a � � I 1 r `' a:' r S g.. $ 101111i PUTt= w®oDns z� f t: 11 �d 3 \ C T l • - � � t a - .i --:'i. a ..... 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TwRewr...4e''Y FOR ONE (1) WAR ON ALL �,¢r. P— k TOP STAKES S' ABOVE GROUND yp,-K - (MAXJ OR FIRST BRANCH. CaeT M079 BOTTOM OF STAKE 3' (M �e ,t��e. .. -�D• Ott � LIQ. NA NSIs4]a,sl lTaIlAnawem am. Fen leszl e4]rrn E4m PalAe,YN @i3M TaFR� I11FelIM]&,50 wwag0dp4v� WAW4mdwAl�mrswMe~!e m7a/H] -arc aa.Hdls sal o..M. rALIe OP5 Adelaide LLC wo H%hnw p= souHI, %ft X00 SF. Im& PHtihv MN �iilc Planting Notes 1. CONTRACTOR SHALL CONTACT COMMON GROUND ALUANCE 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 ARCHITECTS QU 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 UMITED 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 HE 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 Z60.1-2OD4 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 MATERULLS E NECESSARY; TEMPORARY ONLY. 10. PRIOR TO PLANTING. FIELD VERIFY THAT THE ROOT COLLAR/RCOT FOUR 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 BAILED & BURLAP TREE IS PLANTED. THE ROOT COlAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 11. REMOVE PDT 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 SGL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOL AMENDMENTS. 15. BACKFILL SOIL SHALL BE NATIVE TOP SOIL FROM SITE AND ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (COMMON TOPSOIL BORROW) FREE OF ROOTS ROCKS LARGER THAN ONE INCH. SUBSOIL OEBRIS, AND LARD: 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 MOUND 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. ALL PLANTINGS TO BE IRRIGATED WITH STORIAWAIER REUSE S'YSIEM. 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. PRUNE OUT MIS IRECTED BRANCHES PRUNE CUT 11 RECTm PROVIDE ONE CENTRAL LEADER. GUYING ARD STAKING (OPTIONAL) FOR ONE (1) WAR ON ALL 'b DECIDUOUS AND CONIFEROUS TREES, k TOP STAKES S' ABOVE GROUND yp,-K - (MAXJ OR FIRST BRANCH. ^."�- BOTTOM OF STAKE 3' (M �e ,t��e. .. -�D• BLOW GROUND. STAKING POSTS TO BE 2'XY STAINED WOOD OR 6 PANTED STEEL DELINEATOR TOP STAKES 5 ABOVE QW)U D POSTS. PHAGE 3 TS EQUIDISTANT AROUND AND 'd' K OUTSIDE ROT BALL SECURE TREE 70 POSTS NTH 16' LONG BOTTDII DF STAKES POLYPROPYLENE OR POLYEIHYLM 40 MIL. 1.5' WIDE STRAP. — TREE WRAP MATERIAL FROM u 'fM GROUNDUNE UPWARD TO FIRST BRAN= AS REQUIRED. POSTS EMIMSTMNT MOUND AND OUTSIDE RMT BNA_ - PLACE MULCH. DEPTH AS SPECIFIED 9=. OVER PLANT PITS - Do NOT PILE .IIP AGAINST TRUNK. POLYEIHYLEW- 40 ML.. 1.5' FORM S DEEP WATERING BASIN. I.. f - I BACKFILL PLANT PT MATH SPECIFIED BACKFILL SGL - PLACE MULCH, DEPTH AS SCARIFY SIDES AND BO17OA OF Hyl.: REFER TO AMERICAN STANDARD FON . • NURSERY STOCK FOR MINIMUM BALL W NOT POE AGAINST TRUNK SIZE ROOT FLARE TO BE PLANTED AT OR HEAR FINISHED GROUNWRE. SEF ROOT BALL ON UNDISTURBED ,. BACKFILL PLANT PIT WIN SUBSOIL OR COMPACTED SOIL MOUND _ MATCHING TREES NATURAL GRONDUNE WTI FINISFED SITE GRADE N.T.S SCARIFY SIDES AND BOTTOM OF DECIDUOUS TREE HOLE LA28 PLANTING OP5 Adelaide LLC wo H%hnw p= souHI, %ft X00 SF. Im& PHtihv MN �iilc Planting Notes 1. CONTRACTOR SHALL CONTACT COMMON GROUND ALUANCE 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 ARCHITECTS QU 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 UMITED 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 HE 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 Z60.1-2OD4 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 MATERULLS E NECESSARY; TEMPORARY ONLY. 10. PRIOR TO PLANTING. FIELD VERIFY THAT THE ROOT COLLAR/RCOT FOUR 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 BAILED & BURLAP TREE IS PLANTED. THE ROOT COlAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 11. REMOVE PDT 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 SGL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOL AMENDMENTS. 15. BACKFILL SOIL SHALL BE NATIVE TOP SOIL FROM SITE AND ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (COMMON TOPSOIL BORROW) FREE OF ROOTS ROCKS LARGER THAN ONE INCH. SUBSOIL OEBRIS, AND LARD: 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 MOUND 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. ALL PLANTINGS TO BE IRRIGATED WITH STORIAWAIER REUSE S'YSIEM. 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. REMOVE CONTAINER, SCARIFY' SIDES, AND SET SOIL MASS ON COMPACTED PRUNE CUT 11 RECTm SOL BASE MOUND. MATCHING BRANCHES. PROVIDE ONE MULCH AS SPECIFIED (AND FILTER CENTRAL LEADER. FABRIC. AS INDICATED) - GUYING AND STAKING. (OPTIONAL) CANT AREASIED, ADJACENT TO LAWN AREAS CRONE (1) YEAR ON ALL SCARIFY SIDES AND BOTTOM OF ... - DE(WXIOUS AND CONIFEROUS ru - EWm MN DEPTH TOP STAKES 5 ABOVE QW)U D BACKFILL PLANT PIT WHIN SPECIFIED (MAK) (Xi TO FIRST BRANCH. SET CONTAINER ROOT SOL ON BOTTDII DF STAKES UNDISTURBED SUBSOIL OR AND BELOW GROUND- STAKING POSTS TO BE 2'X2' STAINED epi MOM OR PAINTED STEEL _ N.T.S_ u 'fM DELINEATOR POSE PLACE 3 --, POSTS EMIMSTMNT MOUND AND OUTSIDE RMT BNA_ 9=. BORE TREE TO POSTS WTN 167 LONG POLYPROPYLENE OR POLYEIHYLEW- 40 ML.. 1.5' _ DUDE STRAP. - PLACE MULCH, DEPTH AS SPECIFIED. OVER PLANT HTS - W NOT POE AGAINST TRUNK FORM 3' DEEP WATERING BASK ,. BACKFILL PLANT PIT WIN _ SPECIFIED BACKFILL SOIL - SCARIFY SIDES AND BOTTOM OF HOLE REFER TO AMERICAN STANDARD '-: Il FOR NURSERY STOCK FOR MINIMUM BALL SIZE ROOT FLARE TO RE RANTED AT OR NEAR FINISHED GROUNOuE. - SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDLINE WITH FINISHED SITE GRADE N.TS EVERGREEN TREE (_A29 PLANTING OP5 Adelaide LLC wo H%hnw p= souHI, %ft X00 SF. Im& PHtihv MN �iilc Planting Notes 1. CONTRACTOR SHALL CONTACT COMMON GROUND ALUANCE 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 ARCHITECTS QU 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 UMITED 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 HE 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 Z60.1-2OD4 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 MATERULLS E NECESSARY; TEMPORARY ONLY. 10. PRIOR TO PLANTING. FIELD VERIFY THAT THE ROOT COLLAR/RCOT FOUR 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 BAILED & BURLAP TREE IS PLANTED. THE ROOT COlAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 11. REMOVE PDT 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 SGL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOL AMENDMENTS. 15. BACKFILL SOIL SHALL BE NATIVE TOP SOIL FROM SITE AND ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (COMMON TOPSOIL BORROW) FREE OF ROOTS ROCKS LARGER THAN ONE INCH. SUBSOIL OEBRIS, AND LARD: 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 MOUND 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. ALL PLANTINGS TO BE IRRIGATED WITH STORIAWAIER REUSE S'YSIEM. 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. REMOVE CONTAINER, SCARIFY' SIDES, AND SET SOIL MASS ON COMPACTED SOL BASE MOUND. MATCHING SHRUBS NATURAL GRMNONE NTH FINISHED GRADE MULCH AS SPECIFIED (AND FILTER FABRIC. AS INDICATED) EDGING AT PLANTING FIDS AS CANT AREASIED, ADJACENT TO LAWN AREAS F SCARIFY SIDES AND BOTTOM OF ... - HOLE DEPTH PER CONTAINER SGL EWm MN DEPTH BACKFILL PLANT PIT WHIN SPECIFIED PLANTING SOIL OR AS APPROVED SET CONTAINER ROOT SOL ON UNDISTURBED SUBSOIL OR AND COMPACTED SOL FOR DEPTH TO MATCH FINISH GRAD; _ N.T.S_ SHRUB & PERENNIALS ; LA27-C CONTAINER PLANTING OP5 Adelaide LLC wo H%hnw p= souHI, %ft X00 SF. Im& PHtihv MN �iilc Planting Notes 1. CONTRACTOR SHALL CONTACT COMMON GROUND ALUANCE 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 ARCHITECTS QU 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 UMITED 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 HE 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 Z60.1-2OD4 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 MATERULLS E NECESSARY; TEMPORARY ONLY. 10. PRIOR TO PLANTING. FIELD VERIFY THAT THE ROOT COLLAR/RCOT FOUR 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 BAILED & BURLAP TREE IS PLANTED. THE ROOT COlAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 11. REMOVE PDT 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 SGL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOL AMENDMENTS. 15. BACKFILL SOIL SHALL BE NATIVE TOP SOIL FROM SITE AND ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (COMMON TOPSOIL BORROW) FREE OF ROOTS ROCKS LARGER THAN ONE INCH. SUBSOIL OEBRIS, AND LARD: 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 MOUND 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. ALL PLANTINGS TO BE IRRIGATED WITH STORIAWAIER REUSE S'YSIEM. 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. x 0' 10' 20' 30' Call 48 Hours before digging: 811 or cd817.com Common Ground AR'1mm ON, 05%23%U Sheet 9 OF aM8463PLF9.i ADELAIDE Final Imndscape Plan - Phase -LANDING — EWm MN c2017 Westwood Professional Services, Inc. Construction Plans - for Grading,Drainage and Erosion Control Plan for Adelaide Landing Hugo, MN Prepared for: OP5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 Contact: Steph Griffin Phone: 952-525-3239 Prepared by: Westwood Phone (952) 937-5150 7699 Anagram Drive Fax (952) 937-5822 Eden Prairie, MN 55344 Ta 1. (888) 937-5150 westwoodps.com Westwood Professional Services, Inc Project number: 0008463.00 Contact: John Bender Vicinity Map (Not to Scale) NO. DATE REVISION SHEETS 1 08/01/17 City Comments All 2 08/23/17 Revisions 2,8,12 3 09/22/17 City Comments All i Construction Plans for Grading, Drainage and Erosion Control Plan for 17, Q l,O Adelaide Landing Hugo, WIN Date 05/19/17 Sheet 1 of 15 Sheet List Table Sheet Sheet Title Number 1 Cover 2 Overall Grading, Drainage and Erosion Control Plan 3 Grading, Drainage and Erosion Control Plan 4 Grading, Drainage and Erosion Control Plan rj Grading, Drainage and Erosion Control Plan 6 Grading, Drainage and Erosion Control Plan 7 Grading, Drainage and Erosion Control Plan 8 Grading, Drainage and Erosion Control Plan 9 Grading, Drainage and Erosion Control Plan 10 Grading, Drainage and Erosion Control Plan 11 Grading, Drainage and Erosion Control 'Plan 12 Street Profiles 13 Street Profiles 14 Details 15 Details Vicinity Map (Not to Scale) NO. DATE REVISION SHEETS 1 08/01/17 City Comments All 2 08/23/17 Revisions 2,8,12 3 09/22/17 City Comments All i Construction Plans for Grading, Drainage and Erosion Control Plan for 17, Q l,O Adelaide Landing Hugo, WIN Date 05/19/17 Sheet 1 of 15 d2017 Westwood Professional Services, Inc. i I L_ I J.' Call 48 Hours before digging: 811 or =11811.com ,f .� .:'...�..• .. .'"`�� ;'r ...I L.... -r:. L .. Common Ground Alliance .. ,'C �, - Dl;i..L37 k . • ._ 1ti .:,;�. -; -1 GENERAL NOIES� -.- .. TTS • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADES UNLESS ' II I' OTHERWISE NOTED. '1 f _ f �-1 I J I .. ,;,w .. -- ........-I_. : ..I �(HE FINAL PLAT -.• ,. '�_ � ��. 1 � ...9 .. ,r � OR SITE PLAN FOR CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. ,--„—fT THE CONTRACTOR SMALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTIUTIES AND iIii2� 21 10.'YR MWL=9.28 5 - ID'-60.TTOIN=9 0 0 V. �'t r a M Ma _ In VIVO 11 IN =771,71 ILO • - I Ph•aL962I93TS16a 76a9A,na DN Faz 962193TS832 Eden Pr m, MN 55344 TdF paaI9315160 wedwoodpIm YYedwood PYofesit I fet km htc TOPOGRAPHICAL FEATURES W11H_THE OWNERS AND FIELD -VERIFY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS .� �" • THE CONTRACTOR IS M CONTACT GOPHER STATE 'ONE CALL' FOR UTILITY LOCATIONS AT 454-0002 • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL MAINTAINED TURF OR GROUND COVER HAS BEEN ESTABLISHED, D INCH)G SILT FENCE GR SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED FIELD CO TO THE GRADING CONTRACT IT IS OF EXTREME IMPORTANCE TO BE AIME OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL T •...,� '..,..__..... PONDING DIKES HAYBALES, ETG, REQUIRED BY AGENCIES/DINNER SHALL BE INCIDENTAL ENTAL TO TD THE -..,.•'-,..... GRADING. ,_ , ,. • THE GRADING CONTRACTOR MUST BE AWARE OF ALL EXISTING AND PROPOSED UTIUTIES • ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE - _ NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPOES) PERMIT REQUIREMENTS ' `-- • ALL STREETS DISTURBED WRING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A ROC( ENTRANCE TO THE SITE MUST BE PROVIDE) ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES THIS INCLUDES MAINTAINING DITCH FLOW FROM THE EAST SIDE OF PROJECT. THROUGH THE PROJECT, TO THE NORTHWEST CORNER OF SITE WHERE DITCH EXITS SITE • ALL EXPOSED SOILS MUST BE STABILIZED WITHIN 7 CALENDAR DAYS OF ROUGH GRADE COMPLETION UNLESS OTHERWISE DIRECTED BY THE ENGINEER ALL STOCKPILES MUST HAVE ADEQUATE SEDIMENT % TRAPPING SYSTEMS INSTALLED AROUND THEM. • THE STE MUST BE KEPT IN A WELL -DRAINED CONDITION AT ALL TRIES. THE CONTRACTOR SHALL ` BE RESPONSIBLE FOR TEMPORARY DITCHES PIPING OR OTHER MEMS REWIRED TO INSURE PROPERDRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW. _ • PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS STREET SWEEPING SHALL BE CONCURRENT WITH EARTHWORK ON SITE _ • HAULING HOURS MUST BE CONFIRMED WITH THE CITY PRIOR TO BEGINNING WORK .F D • AREA TO BE GRADED - 118t AG C% • MATERIAL STORAGE AREAS WILL BE SELECTED DURING CONSTRUCTION. % • EQUIPMENT STORAGE AREAS WILL BE SELECTED DURING CONSTRUCTION. • WASTE STORAGE AREAS WILL BE SELECTED DURING CONSTRUCTION (DUMPSTERS. CONSTRUCTION DEBRIS STOCKPILES, TOILETS. AND WASHOUTS). I h. e , •eef, thM tly p4• w•. P.W� by me W may EDT A m•a �wr= me m. l ®. d•I7 u®.ea peas®N,u HNGINPJQ mdn dr Ln d the SM1k d Mumeda m ) Lity fbnment• 'J/�t!/b�r T c r camtnam JohnBender-- nMa 08/23/17 T.I�.eNa 43358 --'� 4+yILe� IED_Phrarredtor. IDI- De roe OP5 Adelaide LLC 1660 Highway 100 South, Suite 400 St T.Dm Park, MN 55416 DENOTES SOIL BORING DENOTES SILT FENCE DENOTES HEAVY DUTY SILT FENCE DENOTES PHASE LINE DENOTES EXISTING CONTOURS _980— DENOTES PROPOSED CONTOURS c DENOTES EXISTING STORM SEWER yF�u►�l DENOTES PROPOSED STORM SEWER rvwv� DENOTES EXISTING TREE LINE DENOTES APPROXIMATE TREE REMOVAL LIMITS x 856.3 DENOTES EXISTING SPOT ELEVATION DENOTES PROPOSED SPOT ELEVATION 4 DENOTES BIO -ROLL EROSION CHECKS E.D.F. DENOTES EMERGENCY OVERFLOW �. ELEVATION DENOTES DELINEATED WETLAND x +f+ O' 200' 400' 600' 00084630AFOI.dwg Date 05/19/17 sheet: 2 OF 1$ Overall Grading, ADELAIDE Drainage and — L A N D I N G— Erosion Control Hugo, MN Plan, TI LIMIT OF, PHASE 1 -' —..W it :..r r .'' :. -' :-:`• UTILITY & STREET - < CONSTRUCTION �to OUTLET EL -9300 -'�"` �OU TEL=930.0 327"? 100 YR Vtl� 932.5 00 YR HWL=932.5 POND BOTTOM -920.0 c 921.0 PO BOTTOM 920 O f SII / 4+yILe� IED_Phrarredtor. IDI- De roe OP5 Adelaide LLC 1660 Highway 100 South, Suite 400 St T.Dm Park, MN 55416 DENOTES SOIL BORING DENOTES SILT FENCE DENOTES HEAVY DUTY SILT FENCE DENOTES PHASE LINE DENOTES EXISTING CONTOURS _980— DENOTES PROPOSED CONTOURS c DENOTES EXISTING STORM SEWER yF�u►�l DENOTES PROPOSED STORM SEWER rvwv� DENOTES EXISTING TREE LINE DENOTES APPROXIMATE TREE REMOVAL LIMITS x 856.3 DENOTES EXISTING SPOT ELEVATION DENOTES PROPOSED SPOT ELEVATION 4 DENOTES BIO -ROLL EROSION CHECKS E.D.F. DENOTES EMERGENCY OVERFLOW �. ELEVATION DENOTES DELINEATED WETLAND x +f+ O' 200' 400' 600' 00084630AFOI.dwg Date 05/19/17 sheet: 2 OF 1$ Overall Grading, ADELAIDE Drainage and — L A N D I N G— Erosion Control Hugo, MN Plan, 02017 Westwood Professional Services, Inc. r 924 Call 48 Hours before digging: ".x 811 or callffllxom Ilk Common Ground Alliance LBGM41> '0z 14 46 DENOTES SOIL BORING / \ OG.., �. if / 3.: 0``\99\ s, • ii� 3X7 DENOTES SILT FENCE DENOTES POST GRADING SILT FENCE AF p DENOTES HEAVY DUTY SILT FENCE N" . ...... ... DENOTES EXISTING CONTOURS _9a0_ 0 DENOTES PROPOSED CONTOURS 6/F. r ab- 1�2 DENOTES EXISTING STORM SEWER DENOTES PROPOSED STORM SEWER DENOTES EXISTING TREE LINE Z' IT DENOTES APPROXIMATE TREE 4L , 1\ - \ \''\ I r_y_Y_y_1% Ao��' , REMOVAL LIMITS .9 DENOTES EXISTING SPOT ELEVATION Viii X94, B&30 DENOTES PROPOSED SPOT ELEVATION "9 9 DENOTES PROPOSED SPOT ELEVATION P4 . . . . .........1rS✓ FOR TEMPORARY DITCH DENOTES EROSION CONTROL ROCK CHECKS EAR DENOTES EMERGENCY OVERFLOW TW=1020 DENOTES TOP WALL ELEVATION 0 DENOTES 130TTOM WALL ELEVATION fi BW --1000 DENOTES RETAINING WALL V4 Aft DENOTES INLET PROTECTION AT CATCH BASINS 6.7 2i� f777--.--.-.7 DENOTES WOOD FIBER EROSION 0 0� LIMIT OF CONTROL BLANKET Co "i (3:1 AND STEEPER SLOPES) TI 1 4 2 �) I f i� PHASE 1 .-ST. I CULVERT I UTILITY & . .. .... ROTECTION . ...... STREET p, j El DENOTES WETLAND BUFFER MONUMENT E. �F. .4� CONSTRUCTION DENOTES EXISTING TREE TO BE REMOVED W. 0 i i HA 0 .0 13. 0 n C' 10 .T 41 aa . ...... DENOTES EXISTING TREE TO REMAIN DENOTES WETLAND FILL L — — -- — — — — — - L (n 38 7r A DENOTES WETLAND T 0 r A of DENOTES WETLAND BUFFER 3 ' J" 93 DIM DENOTES DO NOT DISTURB 10 POND ACCESS ROUTE 0 EROSION CONTROL NOTES: R ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE .57 _1 - I - - - - - — IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE r L - - 938 MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN 369 'p '90 57 ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED 0 •0, 936 _N_ AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE 4 GRADING CONTRACT. IT IS OF EXTREME 4 - 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. 936.31 _ - - _ - "r' g31 - o; ;_ - _ _ • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED 9'� 942— AT THE END 0 EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE L.P. 93a, .938= 4 MUST BE PROVIDED ACCORDING TO THE DETAILS TO REDUCE G 8.9 SOC 937.5 G 1 937.8 G 1 1 938.1 G 938.9 G 938.3 G 939.4 G I 9 0.5-G- I, G 1942.6_,.G :G 942. TRACKING OF DIRT ONTO PUBLIC STREETS. A%g SOO I I SOO 1 1 SOO SOO SOG SOO 5OG I SOO I I SOO SOG DUG R 93 L• SEED & MULCH ALL DISTURBED AREAS, EXCLUDING ROAD BEDS & PONDS BELOW OUTLET ELEV. 2 3 4 5 71" 9I I` 10 10 GENERAL GRADING & DRAINAGE NOTES: ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. 21 REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT _131- HORIZONTAL SITE DIMENSIONS AND LAYOUT. - ----- THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF RE=3 1�- LL —EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD-VERF1Y PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL HI 64 10 N, I _.V•.w® I .. ftly P -p -ed I= WestvwcW W.7 .11 7 M, �.t. Ph.- (9521937-5150 7699 AnagrAnagramWve D_ F. 22 Ed..�Irl..MNSS� T.,� —NM— .P. %vesh,00d Pmtwiowl Servkm Im 08/23/17 U_ N. MN R—d D—_rh&_�!r/4pW" 'D� OP5 Adelaide LLC MW Highway = Soutb, Swte 400 St Louis Park, MN 55416 %v ADELAIDE L A N D I N G — Hugo, MN Grading, Drainage and Erosion Control Plan POST GRADING —934 9 9345 IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR ............... ..SILT FENCE (TYP.) 3 VARIATIONS FROM THE PLAN. ................. .. .. .......................... TION SHALL CONFORM TO LOCAL RULES. ALL CONSTRUCTION ....... .. . ....----ex .[nw . ... . ............. .......... TEMPORARY DEWATERING . ............ . .. L . ................. . . ... ... . . ........... . .......... gY . . .... .... ..... .. POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. ............... CHANNEL PRIOR TO STORM 1EETAVffFH .77-1 &WEET ....... .. .... . . . ................ .... . .............. ........... ......... ...... SEWERAS NECESSARY. ........... ............. .......... .... I__ POND- I .. .. . ......... ................. . ....... . . . . . ...................... ............ . . . . . . .. .. .. . ... .. ...... .. ... ....... ...................... - ... . ........... .................. I-- ....... ...... A HI 64 10 N, I _.V•.w® I .. ftly P -p -ed I= WestvwcW W.7 .11 7 M, �.t. Ph.- (9521937-5150 7699 AnagrAnagramWve D_ F. 22 Ed..�Irl..MNSS� T.,� —NM— .P. %vesh,00d Pmtwiowl Servkm Im 08/23/17 U_ N. MN R—d D—_rh&_�!r/4pW" 'D� OP5 Adelaide LLC MW Highway = Soutb, Swte 400 St Louis Park, MN 55416 %v ADELAIDE L A N D I N G — Hugo, MN Grading, Drainage and Erosion Control Plan 02017 Westwood Professional Services, Inc. Call 48 Hours before digging: 9'r 811 or ca11811.com 4x X Common Ground Alliance LEGEND. 'X "'�Ne % 1.10 j: 2 .1 1 DND 0 DENOTES SOIL BORING 0 q\N 0 N' 934" DENOTES SILT FENCE DENOTES POST GRADING SILT FENCE 7�, A" '0- % DENOTES HEAVY DUTY SILT FENCE '7 0 . . ..... DENOTES EXISTING CONTOURS 4 0 -, ^%,\ '\ �� -:I - - ', " 11� - TREE _980— DENOTES PROPOSED CONTOURS . ..... PROPOSED • • ♦ V, U DENOTES EXISTING STORM SEWER /4 OMITS (TYP.) 4. At a- bol -0 DENOTES PROPOSED STORM SEWER _'z WETLAND KES 2: J DENOTES EXISTING TREE LINE ' '9 'g .40 DENOTES APPROXIMATE TREE A ♦940 91 ryYY`_N C UL LIMIT OF I REMOVAL LIMITS H P DENOTES EXISTING SPOT ELEVATION UTILITY & PHASE 1 0 938.7 'A STREET DENOTES PROPOSED SPOT ELEVATION CONSTRUCT]_ -a -P ♦cl;�o Via 2 IP '9� DENOTES PROPOSED SPOT ELEVATION 4 110 42 FOR TEMPORARY DITCH Q DENOTES EROSION CONTROL ROCK CHECKS 940.23 N I'S' C'i E.O.F. DENOTES EMERGENCY OVERFLOW P. L.P. '9� 1I r...►/ TW --1020 DENOTES TOP WALL ELEVATION OW -1000 DENOTES BOTTOM WALL -ELEVATION _'p -p' DENOTES RETAINING WALL 914-1 - \ DENOTES INLET PROTECTION a,,,'sl AT CATCH BASINS ♦DENOTES WOOD FIBER EROSION (J42 V CONTROILBLANKET G (3:1 AND STEEPER SLOPES) We' CULVERT E777 PROTECTION .PHASE 1♦ DENOTES WETLAND BUFFER MONUMENT *pa / I '��C,. ...\ j I I U11 TY• GsmucREET 36.59 DENOTES EXISTING TREE TO BE REMOVED TION DENOTES EXISTING TREE TO REMAIN DENOTES WETLAND FILL 3 — 35 DENOTES WETLAND \V, fes • V 6 DENOTES WETLAND BUFFER 4 _942-S 5 Z� '9 DND DENOTES DO NOT DISTURB Iy POND ACCESS ROUTE 2 3 4 8 "1 9 J L EROSION CONTROL NOTES: R 3 �43 Q� ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE �35 R R R 94,S G �LG 943.2 941.5 42.0 G r IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE 10 D 7_ MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ALL L: E.O.F.L CULVERT L H. r, ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED �2! AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE B R_ 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 40 71 F,.& > � 9`°A >` • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED SHALL BE INCIDENTAL TO THE GRADING CONTRACT. AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE 00 �40_07- -4 5 MUST BE PROVIDED ACCORDING TO HE DETAILS TO REDUCE 34 N" TRACKING OF DIRT ONTO PUBLIC STREETS. z CL -CL .9 '1341.0 ',13 R�42,� 941-9 G I.— SEED & MULCH ALL DISTURBED AREAS, EXCLUDING ROAD BEDS & ""g G ___DS BELOW OUTLET ELEV. 6 G S G " Soo 5 2 1 1 3 C3 5'�j GENERAL GRADING & DRAINAGE NOTES: 1 .1 • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED 12' 7 1 -151, 0�0) j R(3) r SURFACE GUTTER GRADES UNLESS OTHERWISE NOTED. F PRO SED REFER TO THE SITE PLAN/kECORD PLAT FOR MOST CURRENT TREE HORIZONTAL SITE DIMENSIONS AND LAYOUT. z THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF UK N' EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS ... AND FIELD-VERFIY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL T 5 938 - - - - - - __j - - - - - - RE -935.00 IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR % .... --- --- --- .......... ............ . . ............... ...... ..... ......... ...... :: 6.. _:' . ........ -PeND-0Of�R%I-_2_ ___' '5� - \-, "' -.1 VARIATIONS FROM THE PLAN. ................ ♦• ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. ------ - ... . ........... .......... 932" -�� . � .. . ..... .. ........ 934 .. . ...................... ............. .. . .... ....... . _._93.6 .................. 9-3.4- POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. CIL ..... .. . . ..... . . ....... ........... - - ..... ..... . . .... ....... ...... .......... . ... . POST GRADING ROCK CONSTRUCTION ..... . ....................... .......... ........... SILT FENCE (TYP.) . ....... (-P) . . ..... SILT FENCE CTYP), -E . . .. . . ............ .... 130 771 ............. TEMPORARY BEDIMEW BASIN I ----------- WITH SKIMMER OLITLET. . .... ........ ........... E .. . ....... ....... .... F R 09 EX.MH- 0' 50' 100' 150' 71._ 0008463GOFOIA19 Date:05/19/17Silleet 4 OF 15 Westwood I h—by fy — dd. F� . p�� by —y �w' ftepared Grading, .1b1117 MPI &Y' OP5 Adelaide LLC ADELAIDE Drainage and Phone F_ 822 Ed- Pm1d, MN 'a-7 - - — D— Erosion Control I �952) :337. T�� S) 7.5150 v.0dp.— jobs Emder 1W Highway IM South, Suite 400 —LANDING — Wastwood Praft2dW Ser AIm D_ __ 08/23/17 Lk— N. 43358 B.g nd Dnwmagsdn9L lam Park, MIN 55416 Hugo, ]MIN Plan 02017 Westwood Professional Services, Inc. Coll 48 Hours before digging: _D ... - ''\�, `\1. , ���5 �93:••`` o'O 811 or ca1811. com \ Common Ground Alliance DENOTES SOIL BORING7 - 1 - Orn 340. ..� l 9�4 _C DENOTES SILT FENCE °, ':\� ._�... - 5. DENOTES POST GRADING SILT FENCE 13 •' _... \ P -?': ` ;aO.BJ / , 9g3S 9 r 934 ...�T ...., ;. DENOTES HEAVY DUTY SILT FENCE m 2 \ \ PROPOSED _dy0-934 as.z- - -- - K--- --- 9 - DENOTES EXISTING CONTOURS . TREE \ h ._ ._ _r"._ - °' , 931.54DENOTES PROPOSED CONTOURS _ r r... - 34�, �-980_ f# / LIMITS (TYPJ \ t 5::j... _ �' -... 40 5 J /32 `lf , \ f ... ` aM TEMP I I I 10 I. .._. '.. 1 ,•>O d63 :,r _off, / TEMf? Y 110 931.54 93fi 4 _... __ .... i - I - I I - DENOTES EXISTING STORM SEWER 9364 ... r,.,..._.,:. _ W �., _,f/;..,I N's.,.- - ..._•.�........-..�: "`gHAN1JEF' .:,,�c 9J-- 938 r936 •►PROPOS D STORM WETLAND KES 2 - ( to r' i % J y S ..Y - 938...:. '' j � $$ r � - � - - 9 �� DENOTES EXISTING TREE UNE SEWER NEORSRY -'.• `?� >� 942 -... J' �` ✓' - - - 940 _- - - _ I I - 935.9• I - DENOTES APPROXIMATE TREE 938:5 5"936 LIMIT OF -i - 1 -,� O fl~M-. o-.,,\ \ c0 ... 42 ^+, 9421 REMOVAL LIMITS l I ' -•si 1 r` PHASE 1 1 I v t • 38UTILITY & rn o �0. B 9 936.4 WO' - �" �W'936.4.. 935.9 935.5 WO 1 1' O I' OSTREET `• O - �O '0� WO LO 935.5 0 (,) 935.9 WO 936.1 WO . ass3 DENOTES EXISTING SPOT ELEVATION 944.4 G 44.4 _ ; X43.9 I G `942.8 G DENOTES PROPOSED SPOT ELEVATION CONSTRUCTION - ^ a� 3�,\ _ _ - 943.9 G /-9 s� \{� """' """'""'_""' I 9 I I 59m S PROPOSED SPOT ELEVATION 934.14 �"r .34435E•O• 941.18 .�1p1 pFOR TEMPORARY DITCH MTEMP i 9- 944.1 G /, • ` \ \ 1h�0' DENOTES EROSION CONTROL ROCK CHECKS f - - I 41 942. J °` / �G / •s •\ \ ,, y _ 42 5 ..__ 4 50 TEMP _ 8 •• - m 9 942 ro E.O.F.DENOTES EMERGENCY OVERFED G R W : \ C 9h /j :7 \ - 9R �- - - - 42--,anvt - I Tw=laza DENOTES TOP WALL ELEVATION ! \ / / l' fj` 9�sss ry 942 9 .... _ o.609L BW=1000 DENOTES BOTTOM WALL ELEVATION A / -. ' i / �' \. a'`• 9 iE.OF . , - ,p 1 :y _.......DENOTES RETAINING WALL 1 - a.�t ; 1 955 S�• // \\ 1�/.;,''�.`� •,944 1--------1 42-----� c J42 944 -4 - DENOTES INLET PROTECTION ...... ....... I HP a I III I I H.P. AT CATCH BASINS / `` `•\ \.` R 836J G9444 G G• 944.4 I G 943.9 I `��943.5 G I I 943.9 G I} I 943.9 G DENOTES WOOD FIBER EROSION � - O R 936.4 R 936.4 ' ,/ II I I CONTROL BLANKET 0 } R 935.9 ? { I 935.5 R III 935.9 R 1 �I 935.9 R (3:1 AND STEEPER SLOPES) ElDENOTES WETLAND BUFFER MONUMENT PHASE N �;. �} `{ \ �'... S dd, .'/ \\ `})'... ._.. _..___ _ - UTILITY & - '•* ! 1 'T 936.39> / -9CONSTRT._._._.____.___...._ DENOTES EXISTING TREE TO BE REM OVED STREE938 7 .O E-O.F- _ ' UCTIO�I . � TING TREE TO REMAIN_.- DENOTES EXISg�/" n` - - -1 ----9381 z2 938DENOTES WETLAND FILL _942- 942 42• 942 .d\ j---< _- DENOTES WETLAND 6 942 DENOTES WETLAND BUFFER F. 944 DID DENOTES DO NOT DISTURB _9 I � 6 74 5 I IL I I I N POND ROUTE 949..9 �, / 0 ( -' E.O.F. y I I ,{I I I I R q _ _ g'� I "' R I 935.6 R I I 936A P . 1 t _�= -942 - - -34.2 J s ^z � - 9 r 1 944.0 G O , � - • 94 42 943.4 G 943.3' G I I 943.6 G i of �/ N / Dl`LY a L- -- .� L -----r L-----�� 1 I iI { .,_� n oM....._. ' PRo cnoNl II \ { r/ ��\ so$ a sat �a 'M OSION CONTf?0� NOTES: B�B O F RE=3a-o m l,. x \ 9 T / - - �/ C °' - • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE / IN-PLACE PRIOR TO ANY EXCAVATION CONSTRUCTION AND SHALL BE 10 WIDE 9 •-.L:. sr - - 3 X • , / •` POND ?6; WETLAND E§y. t. �� 93 36rQm •- �- - -,a _{' __� _ \� / m MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN In r ACCESS 9 1--Q'28 / 9q0 ` Ss /. 94 ld/Al�]p"7i! 942 i/ DP` G J 1 I ' ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED E.O.F. /' ,r ? _ - �H_..:,,•..,.�.._._., 9 r r ) 52.P - - - - - AND OR REMOVED N ROUTE ' ?Q \ � � / / � ALL BE CONSIDERED INCIDENTAL TO THE 934.93 �' \ / \ - Y G op \ GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF 5 ' °.r^ `� / Ip r' - - _ FI _ _ _ _ _ _ _ _ _ _ ^ -O\ ' \ ice'` �s'r.g CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. L.P. , S2 ` • 9 93 Wp 943 5 - - - - - -a 942-- ' : s.""` ..932, ... a r r J \ \ 9 /' , ;� TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE •` �'+ �� �+ 1 G �' ! - _ - III g44 `S �093 CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. 7 • �_�--I►►: M'..t 8 \ �l'jl '943.5 943.0 G 943.5 G 943.7 G i 944.0 G \\ pQ /{ FJ • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED I 1 \� E.O.F 935.7 O 1\� / r /,•" 3- \ 2 .. C.^�-•t� \ 42 I () I 935.5 WO 91 935.7 WO 4V0 936.0 / , 65. ::% : AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE µ w / �' 7 0� i .y0- . ro tiry sgz7y x% a MUST BE PROVIDED ACCORDING TO THE DETAILS TO REDUCE \ - . ' . ':•.� 8 i 942- - 9j2 J Via' 9�' o' 9y8 ' 1 -\ +e TRACKING OF DIRT ONTO PUBLIC STREETS. C ` :. .o : �� C •S '� T ��938` '-940 /6 �. / • BED AREAS, EXCLUDING ROAD BEDS & °_` i . 1 -.. -. SEED B MULCH ALL DISTURBED 938 938 \ t PRO SED ', '., w F i � .... ..-� � \i: - "' � % � .111 :, - 936 / •, 9'S°i. , -:� _ PONDS BELOW OUTLET ELEV. 1 TREE / ` 9• t 1 l,� f�t I L._. \ \ �!932F - :.,MI (TYP-) n , I \, 935.7 935 5 - 93 :74' 93 -- - �r \ GENERAL GRADING &DRAINAGE NOTES: \" -.•'•\ rn .} - - - �, ... 1- ,.`93 . L _ .9ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN 34'ij ---.930 �'� • CE/GUTTER GRADES UNLESS OTHERWISE NOTED. FINISHED RE=935.00 93 - - - - .9,24 9?g -- 2., �,` - - _ _J _ I I - J 134 '� } �-�,' `.'..,,�;.,.,..r"'- 934 • REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT s6� s. DND, . 'I:. 9 926 ' '�� \?- ---- - -- _---- / ✓� '� HORIZONTAL SITE DIMENSIONS AND LAYOUT. :.1 ?9. �� _ R -933.50 L - A L •L_. o u _ ws ✓ --�1 '` ..� a war ibcAFd-.'•''". y - '\.;-_ ._ .._. __ ' ' �,,. _...... 930:; y:::;:,•: ,.,_:..,...._.;..... ...� I ... - r _ ,®'� - r EXISTING THE UTILITIES ACTOR ANpL TOPOGRA TOPOIFY THE GRAPHICAL FEATURES WITH THE OWNERS CATION AND ELEVATION OF ....:_..CL..-... ." 3", 932^ - - _ -�:: _ _ - HALL -- POS GRAD G ......... ............ .......... .s ......-.-.. --- -� _ - ...~ Y - c ��'t AND FIELD VERFlY PRIOR TO CONSTRUCTION. THE CONTRACTOR S - '= � ;- - - " - - ') - �= � ��'PO IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR -\ . .. .. ..... ...r.-_.CSiCi9L,L, --:.. .. ..::._-..... . _._.. `.. TEMPORARY�{DEWATERING .. .. "~;; ... ( ,�j� s' I �-SILTTFENCEI y \ .. OU-TLE7 E� 3300 - .... _ / VARIATIONS FROM THE PLAN. =.. / `^ dg ._.... _ .... _ 1 wva=93b'S- - '.:-.,:;: POST GRADING ..._._ _, ..,,.__,.. CHANNEL PRIOR TO STORM ,. _ _ _ _ `...�- -.0. - --... `WR _.. • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. P-) - • � ___.._2-. - ......... .,:..__.... - .. --"� - ...- SEWER AS NECESSARY I ��...� SILT FENCE • POSITIVE DRAINAGE FROM T1fE SITE MUST BE PROVIDED AT ALL TIMES. ..- _.: POND_BOTTOM=920:0 ....___._...._ (TYP.) --- .., _.... 71�- ....... - 1NI11tLKIM115610VRED ...:' ... - 97 O EX. MH-3 RE=929.00 u _ 0 R IE'=9�2'-P0 \ / .. IE=910.72 \ B..� `y9`,� `� . /'s. s- r ' i 5wn'- �1 \ f A 0' 50' 100' 150• 0008463GDFOi.dwg Date 05/79/17 sheer 5 of 15 @1M00d a� Grading, d r , ®. dal, 9�d eaa�a ru a•r•rt 1® Draina a and Pharie 1952)93r-5150 ]599Ma9ramariva /.,,7OtYCa wm ADELAIDE E LA I D E --- �* - OP5 Adelaide LLC Erasion control Fax 19521937fiM Eden Prairie• M 5536! piawa: -„ rwF,® 1998)951S4wronw:oodp- John AeodQ -. _.--' --- x.�d oa wma u to s• 1660 Highway 100 South, Suite 400 - L A N D 1 N G - Westwood Professional ServfQ 6x D.. 08/23/17 _ Uma x> 43358 St. Louis Park, MN 55416 Hugo, MN Plan 02017 Westwood Professional Services, Inc. Call 48 Hours before digging: F) Ihil 811 or ca11811.com Common Ground Alliance POND fi - a I - •� I I 1 LEGHND OUTLET EL 9300 - .f = POND 5 ' 100 YR HWCr932 S ;' - - :IMI m r DENOTES SOIL BORING OUTLET EL 930 5 \ 1 - POgO BOTTOM=924.0 100 YR HWL 932 3 -� - m (: / !h \ - y € 1 713.POIi4FiY S� BAeIN POND 1SEDIMENT 2 0 .• _ ><. /I .- .�l 'o-. / 1 2 0 _..:. ...6-`" DENOTES SILT FENCE 'Wtni J�71i1 O1J11.ET TEMPORARY 8f37wBd BABW INV I ; I �• / -,+ : as4 DENOTES POST GRADING SILT FENCE 10' WIDE POND >�� �T i f ` I \t I '•' DENOTES HEAVY DUTY SILT FENCE . .. E:O.F. ACCESS ROUTE - - 1 /.I .. ., TWO ROWS OF BMP'S "'" -•r � �`I�/. `y - - s980-� DENOTES PROSTING CONTOURS POSED SED CON OURS NEEDED WHERE DISTURBED .: ,•.. ; ' �. ..... 5__. � � � � 1, • \ i i � ' •. r� DENOTES _ _ - SOILS ARE WITHIN 50 FEET �.• : '� - l DENOTES EXISTING STORM SEWER / l OF NWL OF WETLAND. - '.•� � '934 - - �'. ., 4. ' -5 r >F-r►i DENOTES PROPOSED STORM SEWER .. Iw_I ' • /.. ��- ....� "�_ - � � _ _.., .._. " DENOTES EXISTING TREE LINE - ` X 924> ~~' �'` .. _ ....." I; _ 35.6 934,:5 \;,+ry �,•-� DENOTES APPROXIMATE TREE 92�r G 934 93,. _3 93 .ass- REMOVAL LIMITS 35.7 935.4 et' 3 DENOTES EXISTING SPOT ELEVATION q _ "'".."--yam- .-• .:.:.�"' ._.:.... -��"`: ",t"� '- ,, 936.0 _ - '�_-Y938 - 938 x.30 DENOTES PROPOSED SPOT ELEVATION 9 942.F DENOTES PROPOSED SPOT ELEVATION q2 \ ` J 934 5 ✓ FOR TEMPORARY DITCH g3 i 93 :9 9356 WO Q WQ- WG G s4z5 e�`Aw DENOTES EROSION CONTROL ROCK CHECKS W0 9436 ...... 3 4 +� ... 6 G v% ..� 9437 ;ly G 94 *1 ; ' __ 941 83 94.. -.- .. _.. E.O.F. '� 936 '! 36 p 'WO '. p 944 0 GO ...._._ ... ... ._-.. .E.O.F" 940.92 • - - _..._ ..... . TW=1020 DENOTES TOP DENOTES RWALL ELEVATIONGENCY W ._936-935.9 --- ._ p / _ .LP. - h2. 9��' `'44.0 G - • .., .._, _ �� r ew=t000 DENOTES BOTTOM WALL ELEVATION 355 -- - ' ; :p - L C - .. .._ "79_ o% DENOTES RETAINING WALL 5 G ° `*' Y IH P L .. 942 .....: _. W ..... 78 - ao =942 ._ ..., 942 1 935.5 ,� 943• - - _: .� _ ..:: _ -. ...o.6ax 9 -"" 944 I 936.1 944, p WO 943.5 °' 941.26 - - rs o.6oz'i _ ��.44 PROTECTION _ ` DENOTES INLET PRO 935.5 935 5' WOF?) I, -' 935.9 WO I. 936"7 WO WO G 942 -1 I .. . AT CATCH BASINS 944.1 I 1 ,.-: 60� - �4-.- .__... ,+c_... _. + DENOTES WOOD FIBER EROSION 943,5 ....942.8 G 1' 1' ) , 944.1 G G 11' ; - 4. - .... .___..._''•` ... _ _ 943.9 G 42 - r --942 g....__ �- s _ CONTROL BLANKET - _ ._... - _ ...._. __ -_ - (3:1 AND STEEPER SLOPES) 34 E.O. 941.18 N - _... __ .. �- ... ?��- - � - _ --� °'----- � � ----- � 'b----- ... its _ - ❑ 942 - --- N ` - < 12 -�� '_. Nd' • ' ` E - DENOTES WETLAND BUFFER MONUMENT - _..-. X942 .'N ' � / .... `�-�.}.�.. .. _. ••• •••- 942 t1 0.609L �� - - .". 1 .. _ .__- TEMPORARY DEWATERING 8 m - 39 942 Ia I- J ' - TEMPORARY DEWATERING . ' CHANNEL PRIOR TO STORM ;� DENOTES EXISTING TREE TO BE REMOVED CHANNEL PRIOR TO STORM / m SEWER AS NECESSARY ssaS EBF , , SEWER AS NECESSARY /, n [ i DENOTES EXISTING TREE TO REMAIN � A _ ... .._ .. _ - DENOTES WETLAND FILL 1 H.P. }943.9 - } II I A m 6R W 3s T \ \ - - DENOTES WETLAND _ :.. 943 .943.5 G .9 G I 943.9 G I I o ... - - 1 942 - - DENOTES WETLAND BUFFER R I 935.9 R 935.9 R I m u I Q 11 Q I I wn 1� I a I. I I 1 L1�I L DENOTES DO NOT DISTURB T E.O.F. - 1 I l j� I a . / ; I i / 3s o NO POND ACCESS ROUTE I m f4 I L--\ o p j `` rnrn J I I w A r-szo E.O.F. w, g42 1 \ l g r EROSION CONTROL NOTES: �I .. / _ - I R • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE 938 J o w 2 aba OUTLOT B; - - - f - - - 9 .D O ' 1' % I ro ._. o \ IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE a1 .R N 1 - -, 5 \ v c7 - MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN 1 ' < - - 942 a0.2 in / o, a m 94A - -I- -� I / 1 r o • X I _ `. I/ I� ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED a � �' q0 to �� I �_ ,..� ► . 'a '� r: AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE �i II O. I �- ` .38� 9h9' }--1 o � a n �' � f::. GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF N rn I I I CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL R TEMPORARY PONDING, DIKES, HAY BALES, ETC., REOUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. o -� I I 1 ` `\~ w 3 oI11.I \ �- " fad / / - cvv /I I - I--" • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED 1 < I AT THE END OF EACH WORKING DAY" A ROCK ENTRANCE TO THE SITE `-- - - 9k.z ---� > rn AILS REDUCE 1_ f- -9y? - _ - - - _, I I ` .940 39 938 ... �, �" f TRACKING MUST BE F DIRT ONTO OPOBUCTSTREETS. T TO 1 -'g -, / E.O.F I �-~ - -1 -"� • SEED & MULCH ALL DISTURBED AREAS, EXCLUDING ROAD BEDS & qa .T_:_ -,^ 9g21 / O 9 - 56.. •,::: .:... _ E''O .. - ' .... PONDS BELOW OUTLET ELEV. F _ 936- " GENERAL GRADING &DRAINAGE NOTES:I- am ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FNISHED 38 SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. - _ - ,- _ : _ --- - \ - • REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT - - HORIZONTAL SITE DIMENSIONS AND LAYOUT. a , - - ",-� -. TEMPORARY DEWATERING.'. CHANNEL PRIOR TO STORM - - - • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF 'SEWER AS NECESSARY - - EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS \ - ' � i "� �, >• - _ "�-_^- AND FIELD-VERFIY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL -- --`. i 32. / F ': - � ' � '- � � ' � � . � - -• IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR " 05 \ / / _ H. 9.56 _ _ uFr srA _ VARIATIONS FROM THE PLAN. 9 0'S / .•r' ?s .. -'.. ....932 / �� i ` 9 � / J � yR1(F nonALL CONSTRUCTION SHALL TO 4 -�^ - - ._ �.. .''J� a"�E(wj Aga sa - - - POSITIVE DRAINAGE FROM THEN ITEMMUST BEAPROVIDED AT ALL TIMES" /' 3p. , s '.•" ;- "- LIMIT OF t� PHASE 1 5 / ,`9/ 'S� 6 ry lsaUu4r lots -EDF ). /. _ UTILITY & - - i EET ,,.> - y- �•!,. •'",- "' ,;%" ,. ` �; . - �. � NSTRUCTION f \ \ \ \W£RANDSP 1 WETLAND RES -11' OUTLQT U ... , " \ ... SAO fl 9J0 7 930.0 - ; € 109.16 "' POST GRADING `YR :HWL=932.5 . / •' ! - SILT FENCE TYP ✓ POND BOTTOM=90.0 ` .. / WIIH SK&EI ER OIJILET. s -o' Iso' 0008463GDF0Ld,q Date 05/19I17 SLeeC 6 OF IJ Wlen'twOIQd 1 �. F- M,e& % _ sn y Grading; _ dlrtn ropevWm .na Wr l ue 4.1,30� rnonsaauAr.„a 2: . @1GDdF8R vndc thr In,e d db Abed 3Bmmta 09/01/1] Clty Cemmente - Phone (952)9373150 7699 AftWr Driwe OP5 Adelaide LLC ADELAIDE Drainage and FAQ (9 52)9375022 Eden Prairie, MN 55348 - Ortrrer >r7B T.111- (899)9385150 web•ro9E0smm Jobs Benda_ 1660 Highway 100 South, Suite 400 - L A N D I N G - Erosion Control wa...00e P des10n31 Se ik 9K Um1e 08/29/17 u®. x• 43358 n.�a nn•>o• Drla.re St. Louis Park, MIN 55416 Hugo, MIN Plan 02017 Westwood N ........... 0 „93 I Ie — \ I ` r -- _._e. 10' WIDE rn POND ACCESS o ci A• 41 �., L . •— — — — 9 ROUTE 36 m rn rn t\\ t �'+ iwf L I Wo \ rn 4 0 ;FNr i.rn { V '+es vw d 1 h•ab, mW, qe1 ehY pLe yr dd, by me o xMc m, ah.9 MRm . -1.• , 401, 5amsd Faoea�o,u1. Fs,ld•mey se.r 0a for. @II.VJ®t oetlC tl• 4we d 6r Sh6e d eltmeola � Cil Cmmmb Phos, (952I99J-5159 ,699M o..D," tom, - ' , - OP5 Adelaide LLC F. (952 19314522 Ede. Pn91e, MN 55994 ROM (65519x1-5,56 W&0A 5p� M John Betide 1660 Highway 100 South, Suita 400 - wcwaad ftf al -I services 1n aWe 08123M L9mr xs 43358 '�" - - � Park, 7. ti O Call 48 Hours before digging: 811 or call811.com Common Ground Alliance LEGENI> DENOTES SOIL BORING DENOTES SILT FENCE DENOTES POST GRADING SILT FENCE DENOTES HEAVY DUTY SILT FENCE - .......... DENOTES EXISTING CONTOURS x-980 DENOTES PROPOSED CONTOURS _ DENOTES EXISTING STORM SEWER r»� DENOTES PROPOSED STORM SEWER DENOTES EXISTING TREE LINE !'lrl�l/l DENOTES APPROXIMATE TREE REMOVAL LIMITS x 858.3 DENOTES EXISTING SPOT ELEVATION f °B'J0 DENOTES PROPOSED SPOT ELEVATION 66.]6 DENOTES PROPOSED SPOT ELEVATION /SMP FOR TEMPORARY DITCH DENOTES EROSION CONTROL ROCK CHECKS E.D.F. DENOTES EMERGENCY OVERFLOW rn=1020 DENOTES TOP WALL ELEVATION Bw=1000 DENOTES BOTTOM WALL ELEVATION DENOTES RETAINING WALL DENOTES INLET PROTECTION AT CATCH BASINS :} DENOTES WOOD u ER EROSION CONTROL BLANKET (3:1 AND STEEPER SLOPES) DENOTES WETLAND BUFFER MONUMENT DENOTES EXISTING TREE TO BE REMOVED DENOTES EXISTING TREE TO REMAIN DENOTES WETLAND FILL — • — - — DENOTES WETLAND - —7��— - DENOTES WETLAND BUFFER RIND DENOTES DO NOT DISTURB POND ACCESS ROUTE EROSION CONTROL NOTES: • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE' CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO THE DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. • SEED & MULCH ALL DISTURBED AREAS, EXCLUDING ROAD BEDS & PONDS BELOW OUTLET ELEV. GENERAL GRADING & DRAINAGE NOTES: • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. • REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD-VERFIY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLAN. • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. ADELAIDEHum MN 0" 50' 100' 150' 0008463GDF01.dwg Date; 05/19/17 sheet 7 OF 15 Grading, Drainage and o2017 Westwood Professional Services, Inc. Call 48 Hours before digging: 811 / r \s -Ss � Comm or .cam HP I" — on Ground Alliance `' LEGEND DENOTES SOIL BORING - - awDENOTES SILT - i FENCE DENOTES POST GRADING SILT FENCE \\iii/ `a:.' ` '`':: ', /\--....^\ +�• •+� DENOTES HEAVY DUTY SILT FENCE DENOTES EXISTING CONTOURS \ \,__:` �• . ; `, ` ' ',"' \ "- ''? .-980 DENOTES PROPOSED CONTOURS .. III . TO BE USED AS , -109ST DENOTES EXISTING STORM SE WE RTEMPORARY SEDIMENT BASIN DURING PHASE 1 EWE R CONSTRUC71ON DENOTES EXISTING TREE UNE DENOTES APPROXIMATE TREE E.O.F. ry ...... _. REMOVAL LIMITS POND $ TEMPORARY - DEWATERING Sas 935x OUEL=930.0 653 DENOTES EXISTING SPOT ELEVATION CHANNEL PRIOR32 YR H .2. DENOTES PROPOSED SPOT ELEVATION TO STORM SEWER'5 934 - r WF9��4f / ee3o DENOTES ELEVATION AS NECESSARY FOR WITH 9R CUTLET FUTURE r - /- DENOTES EROSION CONTROL ROCK CHECKS - E.o.F" DENOTES EMERGENCY OVERFLOW TW--1020 DENOTES TOP WALL ELEVATION 34.5 x - -ew-t0008 DENOTES BOTTOM WALL ELEVATION ` J DENOTES RETAINING WALL J j 934 Sas x } >� DENOTES INLET PROTECTION _4$'- x 34.5_. _ - - -- _ • f T 934 / -- --------------- -- --- - -moi AT CATCH BASINS a .. ---- __---------- NO WOOD EROSION . ,.- -- - - _ - - .. -OL BLANKET F. WETLAND KAC 2 I DENOTES W FIBER (3:1CONAND STEEPER SLOPES) .:>ry Fl 8'ES 'r DENOTES WETLAND BUFFER MONUMENT WETLAND -(ES 2 FlLL=O 11 AC:..- �t DENOTES EXISTING TREE TO BE REMOVED DENOTES EXISTING TREE TO REMAIN _ t - DENOTES WETLAND FILL - - - - - - - - - - - - - - - - - - - - - - -- - 1 DENOTES WETLAND =j �`• \ \•� - - �,,, _ WETLAND KES 2'• TWO ROWS OF BMP'S - — — - DENOTES WETLAND BUFFER FlLL=0.12 AC NEEDED WHERE DISTURBED v X932 \ \ _ SOILS ARE WITHIN 50FT OF DND DENOTES DO NOT DISTURB NW_ OF WETLAND POND ACCESS ROUTE EROSION CONTROL. NOTES: . - -,\ �►x �\ •:POST GRADING • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE - \ \\� 9 - 939 38 is SILT FENCE (TYPJ �_ IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE '.\s 3Z� MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ' i` 45x D\ ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED 93 8' WIDE '>~„� 9 9-7,5 _ .934 5 AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE BITUMINOUS 'z- - - 36. _ L.P. - - - _ _ - //F TRAIL-. 93 CURRENT FIELD CONDITIONS WITH RESPECT OTOTEROSION CONTROL OF - _ �f _ _ . 9 ? ( } f _ - _ _ 934 _ \ q \ \'-� \� TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE .._....___.. .-..- T __- Z. a �" 35 1G� C'.}-• \ �„ _ -.,,� 936. ',.• \ : � Y �� "" CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. 932 WO ' \ \9343 �' = \ \\ { —93g� • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED - - - - - - - - -- : , 3 E SITE — — AT THE END OF EACH I ROCK ENTRANCE TO m \ 9 8 � �� S \ � � � . 6 \ �" � E WORKING DAY. A OC EN N ETH \ r \ 92D 930" •.�� MUST BE PROVIDED ACCORDING TO THE DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. " E ' i g - x' Y `� \ �- ,, I - + • SEED & MULCH ALL DISTURBED AREAS, EXCLUDING ROAD BEDS & - <"i «�, _335•,, H'O \`i`\\` �a PONDS BELOW OUTLET ELEV. to' WIDE GENERAL GRADING & DRAINAGE NOTES: \ \ \ \ \J� POND �. 7 � \ ->' • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED 'i _ •\ X35 938 :.� N'O C \\ \ �TE SURFACE/GUTTER 1 ACCESS s \ ROU ,�; IE..O F. CE/GUTTER GRADES UNLESS OTHERWISE NOTED. -\. ` ;.1 rn{ • T THEP /RECORD PLAT FOR MOST CURRENT \ \ ��iS � \\ � e,1 � OUTLET EL=93.0.0 HORIZONTAL SITE DIMENSIONS AND LAYOUT ...... ...... _..... _. ...._. _. :��.�� -•, ... 1 1 -�l�i` \ ♦ \ o' 1 924 N' 100 YR HWL=932.0 • THECONTRACTORSHALL VERIFY THE LOCATION AND ELEVATION OF �3 9 't�' O 9r \.vp• i '1 to �, i v TEMPORARY DEWATERING rn�.' POND BOTTO - 0 EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS ~y c >\ . •�.o � \ I. M-920. \?\ ! i N ~�`'- y CHANNEL PRIOR TO STORM. \ IEMPORAR.���� IMMEDIATELY FIELD—VERFIY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL -- \ c \ -930 5 AS NECESSARY ♦ WITH SKIr� OVftr:T EDI Y NOTI Y THE ENGINEER OF ANY DISCREPANCIES OR '' _.934^4•`L"—~ - D�--� - t 93y \ - Boa VARIATIONS FROMTHEPLAN. IN - , 172 .� ) ? \ SEWER 936 _ ? �� - q�\ 1 D '. a �.\ O 3 \ \ ee,,. \\ • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. =1 \ $ ` • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. 7 `"'-7 s--" \ 999 ; .� �h 9`�x \ f AQ 6� o 1 �N �. \ WO 9422 o q2 r4 -� � 'N D 938 22 r 30 r D1�11J ° }�'' ` t 6,1• -•..,. +, \ 940x \ `: \ .r o . v R?D - _ e6 ly �\ •. _•�f` �-_, \ 'L ,.•�,`i.9�j6..-..� 9.9 \\ _- > ! ? \ PROPOSED 2? - i .. _..-..:.. - h-0 \ \ - .. ..........934...'.. "35. • �. j �-�`,. ��\��:-' �' !;- �Yp'94?� �,i,:�- -:�-. \ TREE ...93154 LIMITS (TYP.) \ 51 �M m ' :3z.. Y \ �`" i ._ TEMP .... - 9.3..FF OFWATE 19 c9-<, 1 7 1 938' :WETIAND KES 2 ,I - m 3 -:1 �GHANN (L2- 93 \ €.i l ; . 1 i3 5 .... rtt gTORn1sE sa .% — -E — : 9 .40 ' \ 0 ti` ,/ c+ p ,\ tE - i o, ._..930 5 -',JAS NE ESSART �� !t 942 1.� 9 I_. =— H4P .91 \ O �`, \ \ h% \ y� f.1 ,•' LIMIT OF 1 0 -TEMP -\ . O 0' 50' 100' 150' D v _.� Di_/O;h oBO.. \ I , , , o ., � . •.....,.. _ D; 'S I � .. .... � I 9 '\ \DDn c, 1. Qr ;F1 W� .: ,un 9�1 M1:;. ..•., an ® . n � 000B463G0F01.dwg a� 05/19/17 sbeee 8 os 15 d tote' medf ehw NL pLe wr payed q me m vadw mr �`�T �'■ - 7I•rl•� ed for dtr.o ad due I ,m • 3dy "_ . YH�N-7 7i.ld.: PreP� Gra ' & M ]9V@IH0! mtl,x de la,rx d dw Spee d Yim=Y mDnv _ .. -. �•(�(/T �/f oe 01/17 Pry Cvnmmte ^ Cil �mmmte _..- _ _— '__ -- ��� ° OP5 Adelaide LLC ADELAIDE P6ana (95216375150 7699M.S Far (95219375872 Eden Prairie MN55344 £ gELt rd Fre. 7869)93T-5150 ea•nxe•dp�.- Jobn Benda -- - -" oe Dnwa $Pg - ]660 Highway 100 South, Suite 400 — L A N D I N G — �D].rainage'and. ISL'Qglon Gonlle�l waa..reod P f..d -1 Seeaaea IAr- Dde 08/23/17 u®r - 4,1M Rt d D wm b,/d • St Louie ParX MN 0416 Hugo, MN Plan 02017 Westwood Professional Services, Inc. Call 48 Hours before digging: 4Y 811 or callffllxom T Common Ground Alliance LEGEND. 0. DENOTE oe- I. S SOIL BORING I. DENOTES SILT FENCE � _E \\ � I I \ ,` x� `\ �`• ` '^` DENOTES POST GRADING SILT FENCE 0 A6,y. DENOTES HEAVY DUTY SILT FENCE DENOTES EXISTING CONTOURS _98*0 DENOTES PROPOSED CONTOURS 0\ \.\ ,` I \ I \I I I` I I `, l I DENOTES EXISTING STORM SEWER DENOTES PROPOSED STORM SEWER I. DENOTES EXISTING TREE LINE j - - - - - - - - - - - N,I. I C3 DENOTES APPROXIMATE TREE REMOVAL LIMITS 96 856.3 DENOTES EXISTING SPOT ELEVATION 0 a, DENOTES PROPOSED SPOT ELEVATION -_ - _ \ / \- �' 1� - / I . I -h I 8 ODE a '0 BITUMINOUS C6 DENOTES PROPOSED SPOT ELEVATION -P J., DENOTES EROSION CONTROL ROCK CHECKS TRAIL (TYP.) c" FOR TEMPORARY DITCH > 4,/EO.F. DENOTES EMERGENCY OVERFLOW -7 ... ........ . I. TW=1020 DENOTES TOP WALL ELEVATION a TOM WALL ELEVATION cy BW=1000 DENOTES BOT N x DENOTES RETAINING WALL Ch DENOTES INLET PROTECTION AT CATCH BASINS DENOTES WOOD FIBER EROSION .... . ..... to If X,,*tis CONTROL BLANKET 'k j 4 (3:1 AND STEEPER SLOPES) DENOTES WETLAND BUFFER MONUMENT .4 . ....... .. DENOTES EXISTING TREE TO BE REMOVED z DENOTES EXISTING TREE TO REMAIN N, N DENOTES WETLAND FILL ;__6 !r DENOTES WETLAND TWO ROWS OF BMP'S C 7 DENOTES WETLAND BUFFER NEEDED WHERE DISTURBED SOILS ARE WITHIN 50FT OF DENOTES DO NOT DISTURB z MM NWL OF WETLAND Al ya Z POND ACCESS ROUTE ka, z EROSION CONTROL NOTES: W: • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE -0 r -PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE "N" 477 IN MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN M ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL 13E MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE 1IT ..... ..... . N _\ " I GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF '�bl CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. J V_ TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE NI CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. V) N "/ - o - �' I _ - \ \ ` j\' % :7 o sfl 1.' oil O G: \ •�. rr'fr "F x I I - ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED L / , AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO THE DETAILS TO REDUCE z TRACKING OF DIRT ONTO PUBLIC STREETS. \V F=! I E SEED & MULCH ALL DISTURBED AREAS, EXCLUDING ROAD BEDS & - I' �m'� \ A >r / ! , ♦ - .' J �d ID PONDS BELOW OUTLET ELEV. J, b 0. GENERAL GRADING & DRAINAGE NOTES: * - I - mx� '\ 9'° foi,ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE GUTTER GRADES UNLESS OTHERWISE NOTED. Q-% REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT 'z' HORIZONTAL SITE DIMENSIONS AND LAYOUT. WARNINGH THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF IPEUNL Q_ C EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS 'GH UN' P ; 12 AND FIELD-VERFIY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL EXCAVATION /OR COP45TKUU I ION '�&IBIIED WITHOUT - FROM: WRITTEN PERMISSIOI, 1: IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR Ch It I" z Rp PIP Yl , ' I VARIATIONS FROM THE PLAN. CONTACT ANI!�UIEIJX 140V ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. C� L Andrew�Leri%ieux@K.�hPip�li�.-�. _N POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. \0 v2v/ I T v aN ;/' // 9 /°; \. s., r a ? ;\�\\p �t�\ \ \ NEEDEO WHERE DISTURBED � ', \L.�'� �� 1 �. I � �, / `'� // /'hry. \ /// :% \\\\�✓ �� � � � "'0 �•y \\�� r 0' 50' 100, 150' TWO ROWS OF BMP'S 0008463GDFOIAg —051191V Mwet: 9 OF 15 Grading, — .T� iI I Wy Pltopzspw� Westwood _� � IbI, 1- a Iiit,II. d M_ OM/17 MY ph. 195219-5150 7699 . D . CS/n,17 Chy law OP5 Adelaide LLC ADELAIDE Drainage and F- �92):37- 22 Ede1Pr11H1.MNSS3" Erosion Control T`A� 5:8) 37.5150 -Aw-ft— John Sm- 1660 Highway 100 South, Suite 400 L A N D I N G — 1110.K.-d Pf.W ... I S-kn 1- 08/23/17 43358 R..d D-ft b,/dft St. L*= Park, MN 55416 Hugo, MN Plan o2017 Westwood Professional Services, Inca - Call 48 Hours before digging: \vI%/i �,. / , / c; �; {.' °" �'/ 811 or ca11811.com Common Ground Alliance ` // ",. .j / A' / ` � / h �a0•/ / / /v� .[1 � l V t � � � <- sr LEGEND. DENOTES \ _ - •. _ .. / / .• NOTE IL BORING /1` $ \ , ,.\ .. - - - `'t c•,i / ✓ z �, �/ \ �y \ Aa0�. i�'��� A�: ,•\ / DENOTES SILT FENCE - \ •, '. \ ''- : . - \.. - � _ - � , j' zT' g� � /- ► / �. n`,"r' T a DENOTES POST GRADING SILT FENCE `• ; . i / 1 �\',tet*�� ►- , � � `o?o y, ' ', \ _ -: .. ' , \ _ . ' _ i� m - ! . /o 9,�•y. �OLrO - 9 f .;F.'/ , f,. /. c� �`<.0 , - DENOTES HEAVY DUTY SILT FENCE a TWO ROWS OF BMP'S �. •, '., � - rn � � �- r✓' / fl / „'' 9� - \i -: Cl: ,f ;�/ �e�\ _• '9R �' �,y ..-._.. ,-....... NEEDED WHERE DISTURBED DENOTES EXISTING CONTOURS ,� `\,. `' . _980 DENOTES PROPOSED CONTOURS SOILS ARE WITHIN 50FT OF -° �ry0 }f �. - .....-. 1 r9ry �� i j/ „i/ �;y0 . .7M. 5>'� ri-,.;��,> \ �.V ,. - ,., DENOTES EXISTING STORM SEWER ,� \ IN OF WETLAND :. / • -> a3rti . ' / s' /. r • 'S x; \' - sm \ �� '-`\ \ _ %+,9 -....._.__ \ - I ,�,, . ;;////111 / /��` , o,� ..`\ 9o-,: / 1 I�r►� DENOTES PROPOSED STORM SEWER \. _ \ _ k ?8 - ;.f `\. \,. V irol °'- ; % %3'/\ \; Oj' /' ''o 1 - ': .-..-..-..-. DENOTES EXISTING TREE LINE 9 `' \- -.�t' fYa— \ rn`f i/ /„ 0;,;��,S0�'/ 1�„yDENOTES APPROXIMATE TREE S ; . r' 9b O �0; \ r N ` ... 9 '. \l; ` a � REMOVAL LIMITS _ ...-_ \ , e \ a - / / / - _ \ ;i�/ . 856.3 DENOTES EXISTING SPOT ELEVATION mak;, \9 f / / . \ Cj'' 7 %`' '1• `.\ \ /r,. ---�, . t. .�� _ eaw �1 �f `\ DENOTES PROPOSED SPOT ELEVATION /' Ia9 T ELEVATION 912 9i � �\�. I .... j/ F o �' / \ v s\\ / 0 / '� �;o p DENOTES PROPOSED SPO I z// 9 �Oob� ,r/ /.f9�..- rte/- L 9 ` I FOR TEMPORARY DITCH - - - - - f' - DENOTES R SION CONTROL CHECK \ ` 918 Jg � 5 I f . / rr � `.,�? //. • / \? ' \ 3R / �eE 0 NTR ROC �T I/ / AA J° fy r`r 9 K S 916 - / 90rO �9 i / t a'S \ / \ x r r , 3B E.O.F. DENOTES EMERGENCY OVERFLOW 1 1 908 - \ 914 /.'\`/ p`l•�O�''�- -916--912 - - - - _ i 9p4 / / o / I I yo I/ 'a\A y\9a : s�, �.y / - \ f TW --1020 DENOTES TOP WALL ELEVATION BW=1000 DENOTES BOTTOM WALL ELEVATION 918 902 0Y, / I / o, • f ` m / � u �, ' � � \ •5'\�\ ;�\od f f � r' DENOTES RETAINING WALL 1 1 922 , - �. •F�//,-%� DENOTES INLET PROTECTION / AT CATCH BASINS >�za // s. /' •' �`'' rte\ \ � �\\ \\.0. 0�7pS ` '� ,•„� 928- � f� R EROSION 1 a, / I ..,�, r / r\ ,� TES WOOD FlBE fl . r>, O.. ` r / .... \' `\` \h tiff Od / j � DENO I z -I d. I , , O �,\ ` � so9 w�. � _�•'/, CONTROL BLANKET '�bs�`A ,i9a`G (3:1 AND STEEPER SLOPES) 1 DENOTES WETLAND BUFFER MONUMENT y}{1J_ �/ �9 !f '` z },H /� ..I•j "��.'> \ �-� i c, : 0� 9 i% oO�s�;\.. \ !'/''�' DENOTES EXISTING TREE TO BE REMOVED \• . ` 9F .N 1 �_ i �'S • ,,/ • • 938 A�`�6 i ' / '� o` \ -•,r DENOTES EXISTING TREE TO REMAIN NNO 9rlr t/ry t{ Fr ...` .,'`9�ry. \\\ \ /'\ .V 1 s' .Iow~, n3=op .. � 11 ' �N� I �'O° l/ / 1 '�ni90'• 5 r . 9 \ .,\ , \•• �-: °' F FO 9 l'Z46 .-'s�. \ �N0 f 9/ \;.. \: JO asrj / fl • `\ -.\\ — — DENOTES WETLAND FILL N10' WIDE POND %i ACCESS OM eD'•.. \ \\ .:.� ./r,.'�� -a\ '\ - • - - DENOTES WETLAND \ 9sr % r \\ �s - - - - •y°'. \� '\ - �' r `�o px 'e DENOTES WETLAND BUFFER ` poo � ” / � )� \ �`,' ,�. 9 �'•� . ' ` .y'L . �. e .. S s� .�,�. / sT' f /!f ' '1, \`�, 9 4z - - J o' ;gJ 9J`.. 9 \ " r'� \ \ \ Ll�l it DENOTES DO NOT DISTURB ry0; _0ry� �1' �' \ `i9. g7 ' O. rr . Jb '! /�• \ , 1 �; l r ' ✓ ! ' , o_ `� sy. \y POND ACCESS ROUTE k _� • . i rn ` .fir` �9 Af �(�. a' I `i -.��� 9 �-�-934 � - /.\ "r ,,\\, �. -' `%OsS. FF�7, •� WARNI I / r I / a; 3Z M4' a \ \ �'' EROSION CONTROL NOTES: COOP r� HIGH RES UR IPE • B z 9 • /r / F •'`'• ... - � a _ � --- �,y ..•' \, \� \ \ OS • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE E%CAVATIONANo coN, ucnoN f 1 ry� \ :: - IN-PLACE PRIOR TO ANY EXCAVATION CONSTRUCTION AND SHALL BE PROHIBITED WITHOUT WR' EN P MISSION F ry l 930 f MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN CONTjj- AN. LEMIEU% // ti. 1 w" r '� \ .Lp' '�, g ESTABLISHED. TING SILT FEN ON- ALL BE MAINTAINED r•1` 4 1906 / ,-, - I rf !- l 1 \ Y /9 /°``/ \ S \ \ S 38 AND OR REMOVED AND SHALL EECONSIDERED INCIDENTAL TO THE 1e" Andrew eme ocnP�peunc' k �: ` 922 8 �? \ .. J GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF �'.-`� CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL "- N o u1 TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. POST GRADING -+rnr� Q" -"'' 9 '� �6 \ --.`?B - • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED .......... � -... �R t n SILT FENCE AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE 906 ?O` !� X93 MUST BE PROVIDED ACCORDING TO THE DETAILS TO REDUCE 4 �... .. ONTO PUBLIC STREETS. \ 2q ,.- `30 ` • TRACKING OF DIRT DISTURBED AREAS, EXCLUDING ROAD BEDS 8c \ SEED &MULCH ALL _,.. _ 1 _ p ....._. a �".M op - A .: _ _ �•• 912'. '�. PONDS BELOW OUTLET ELEV. �_ _,, `,. 516 \ = GENERAL GRADING &DRAINAGE NOTES: 1 -- '• FINISHED N U AN ELEVATIONS ARE SHOWN TO S RFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. . .-.., ... .,,. /` `,, -` •,_... __.. � \ • MOST CURRENT i •_..-, �nar`�•.. -"� n �� 9 924 � _ R TO THE SITE PLAN/RECORD ORD PLAT FOR .. ., -., "' •- � - ,_.,-..-� z. ��,`�--` �., ,_.,� ___- _ � \ � HORIZONTAL SITE DIMENSIONSAND LAYOUT. ..... THE CONTRACTOR SHA LOCATION A 0 � _ EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND nELD-VERFIY PRIOR TO ..,_.. HALL - •-. EER OF ANY DISCREPANCIES OR .. VARIATIONS FROM THE PLANE NONSTRUCTION. THE CONTRACTOR ; ... • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. 1 a r_ ....-...,., .\ :. ,,, ",`"- •, ,. �-~�'�?�•�= .-.. • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. ... n . r. 3 r -...... .._.. .. .... _........... .-,... Near ...... -------------- �.....- _.._, ... of tD ^3r r , ._ .. ..0 W6 r � .,.. 0' 50 100 150 _ OCC8463GDFOI.dw9 Date 05I19I17 Sheet IQ OF 15 p Grading,��f W�d 1 3aeN muff a.e mr ptm .... Pm,ea .l me m aMn ep Drainage i•ala e5.n ..pa.u® me um f .m . a.ry nm.ea r9nrmgowu. p"�• for �•rrmaemf rmdn u. leo a u• wm et demaeea oe/m/1l aer umm.nl. Phone 185931-5150 1fi99AnagramDrive �nlavrAmm.:1• -- m.d� -�- OP5 Adelaide LLC Fax (85Y) 9313af. Eden Grelde, MN 55364 _ �� raga D E LA I D E Tarr® (ea8)931a15. wenwandpt �g -- - - - - _ - 1660 Higbway 100 Soutk Suite 400 - L A N D I N G - Mlenw dPrafeslawlServfimI— 08/23/17 43358 -- ----. -..- .__w.. 4-d_bMd0j !da• St. Louis Paz MN 5-996 H Pr081021 Control Dne -.. .. IJ®a x• ly Hugo, MN PISTIL 0 2017 Westwood Professional Services, Inc. Call 48 Hours before digging: 811 or callffllxom Common Ground Alliance LEGENI> DENOTES SOIL BORING DENOTES SILT FENCE DENOTES POST GRADING SILT FENCE DENOTES HEAVY DUTY SILT FENCE -F . ......... DENOTES EXISTING CONTOURS Q) DENOTES PROPOSED CONTOURS ..... . ... ...... . A .... ... .. .... DENOTES EXISTING STORM SEWER DENOTES PROPOSED STORM SEWER y DENOTES EXISTING TREE LINE . ......... . . /'W'Y,... DENOTES APPROXIMATE TREE .......... . ....... . REMOVAL LIMITS . . ... ..... .856.3 DENOTES EXISTING SPOT ELEVATION DENOTES PROPOSED SPOT ELEVATION DENOTES PROPOSED SPOT ELEVATION io FOR TEMPORARY DITCH DENOTES EROSION CONTROL ROCK CHECKS E.O.F. DENOTES EMERGENCY OVERFLOW TW=1020 DENOTES TOP WALL ELEVATION IL ...... ...... OW -1000 DENOTES BOTTOM WALL ELEVATION DENOTES RETAINING WALL DENOTES INLET PROTECTION S' AT CATCH BASINS DENOTES WOOD FIBER EROSION CONTROL BLANKET (3:11 AND STEEPER SLOPES) -- — — — — — — -,-- --wL 90 — — =910 —906 906 DENOTES EXISTING TREE TO BE REMOVED -777 "902 DENOTES EXISTING TREE TO REMAIN _A4a1 DENOTES WETLAND 77 FILL 7:� DENOTES WETLAND '926 DENOTES WETLAND BUFFER • - \\ ` \' �� 1 1 �_4) N DND DENOTES DO NOT DISTURB POND ACCESS ROUTE EROSION CONTROL NOTES: 0 �0 0,,� a, 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 0 M AND SHALL BE CONSIDERED INCIDENTAL TO THE "0. of GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL .0 TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. Mo , _ "\ •; , 1N 1 - \ • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT 902 THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO THE DETAILS TO REDUCE a, TRACKING OF DIRT ONTO PUBUC STREETS. a, SEED & MULCH ALL DISTURBED AREAS, EXCLUDING ROAD BEDS & W_ — — — — — — PONDS BELOW OUTLET ELEV. C304 902— gob GENERAL GRADING & DRAINAGE NOTESi C', • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED 905 —9 SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. 902 P�X920' THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING U71UTlES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS 4 AND FIELD-VERFIY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLAN. I V C�l ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. b, 3 'S ROIn OF TWO . .... x NEEDED WHEREBMP DISTUR SOILS ARE WITHIN SOFT Ut . ............ . NWL OF WETLAND N. 0; . . ........... ooel 41 7// 50' 100, 150' _2 J 0008463GDFOIAq Datt 05/19/17 Sjjeet: 11 oi, 15 "'*P� 'or Westwood Grading, Ph— my 0R5 Adelaide LLC ADELAIDE Drainage and Faa V� V�n EdP�V,MN5� 0— SFB Erosion Control Ta Ftee 4688)937-51N ved—dIp— - Bed. 1660 Highway 100 South, Suite 400 — LANDING — Vkstood PrufeW�l Services hK 08/23/17 433M SL Louis Park, MN 55416 Hugo, MN Plan o 2017 Westwood Professional Services, 9/0 1 975 270 m 0 1, om w;; I "I �3 �g ig. p;W w W 00 .0 00 0 �::2 n A .-Q, w -.o -.0 �..t 1_4 i4 C6 _�6 11) r.� n n I)l n4: 0 m 0, 0 0, 0 0, 0, 0) m o I'm - gA A 4: A 41 o,.o, 0:o1 0, 0 M M I.n 0 W 1.4 0 1.1c! 'IR n, - "', , , �: A0 -� I',- pt P�A �:m -MM M:m 00 m.01 M(6 o1q 04 Nut co -0: A. M 0 0`.0 M0 MM 0 do 10 �C� n o.Qq Go MM 00) 00 010 oco mm MM �O 0:0 Co 0:do W C i 1) n. MO) M:al m co :ao a) :ao `0 C.rl) 0 0.1 � 0 6 _�-Q; In I-) -* III -n. mo) 0):0 �m 0:0 co *o 1 t gp� mm o'.0, 0 o! n 00 .0 1AD . . . . �C�2 2:1,o P� i�, . OM 0:0 OM 00 '.a 01 .0 0 _,0 4N .,o On ..- Ma . . C5 Ki 64 W4 -piOri 4 .6 L6 6 1):11Y Nn N n MM 61-A o 0) C'm mm mm C'm .-M .0 970 965 --- ...... 965 960 0 0 0 ii0m, VC ......... L P ELEV '= 93&77 :66+46.25 - ' H.P. m 50.00' VC H.P. ELEV..-.940.45 STA 64+93.22 50.00' VC H.P. ELEY - 940.79 H.P. STA 61+27.62 ........................... 150.00' VC 50.00! VC. H.P. ELEV = 938.37 50,00' VC H.P: 'ELEV � 9403S 50.00' VC LP ELEV _� 939.25 40.00' VC 960 LP' PIA STA 65+00.00 PM STA 61+13.96H.P. L.P. ELEV = 936.25 H P STA - 56+85.00 H.P. STA = 52+75.05 PVI STA = 52+75.00 L.P. STA =50+00.68 ELEV 939,36 955 P\A. 5TA. =.'66+38.00 PM ELEV _= 938.40 ...... - PIA ELEV: = 940.60 PVI ELEV - 940.90 A.D.:= -2.60% J -P.. STA.= 55+45.13 ..... PA STA = 58+45.00 PVF STA =:57+10;00 PM ELEV 940:83 PM STA = 50+01.00 ... PVI ELEV 9-390� H.P.-: STA- 49+ 64.77 955 A.D.A,D 2' 77% .77%- A.D.- -2.51% X - 19.26 9 + P E PVI ELEV = 935.50 t =-63 PM ELEV = 938.22 PV ELEV = 9 22 38 A.D. -1.207 A.D.:1.19%-% PVI STA 49+55.00 230.bO' VC 2.50 K, 9 m.w......... K .39.67 P V ; + 3 *0 PVC = :65+B3.00 0 N K 19.93 9 9 3 PVC 6= 00 PVC = 6 75 4 75.00 ++25.00 PVC PVC - 60+88.96 +"8 �6� P W 61+38 PVT 61+38.96 A _p' A02 kD�4-02?-' 37. 2; K 3729 A.D. = -1.41%- XD' = 7' 41 ....... K- = M34 K 3534 K = 41.59 PVd ft- 52+50:06 K 42:05 PV( 606 , = 1;+7 PVI LLEV 9,39.45 A.D.'. - .-2.29% L.P. ELEV = b33.48 LP; STA - 45+72.53 950 5; PVT -66+93 00 �4+ P = 5+25 PVT 65 ELEV.- 940.40 ELEV. - 940. PV PVC .00. C 57+70 - 00 PVC 56+85.00 + PV = 5 85 1 00 :57+35.00 PVT 53+00.00 PVT 50+26.00 K 17.43 PVl STA 45+23.72 945 9 ELEV:= 9392 8. (L il. V 939.28"""" ......... m .8 . .. . ELEV:= 939.05 IV = .... ELEV- 940 37 V 37 ... ELEV' M.20 LE 9� 0 0 ELEV - 9M4 .75 - - VT P 9+2000 PVT.=. 59+20-0.0.... - E 37 LEV 9 0 ELEV - 937.0, 1 PVT P� �7+35_00 ELEV- 938;37 LE 3 E 9 8 37 ...... .... ..... ELEV 940.68 ELEV- 940.66 ELEV 939.33 ELEV 939:3� PVC- 49+35.06 PVT:- 49+M00: PVI ELEV b32.08 �q kl)� '5 94% 945 . ELEV .37 1 ELEV 937.0 ELEV 937.72 ELEV '37 _ 72 ELEV 939.11 K -38.75 940 0 9% 0.91% _0, . . . 2 ........... 2.01V ................. ....... ................. 0.80% 0.5 ELEV 939.33 PVC 44-�08.72 PVr 46+38.72 ELEV = 936.95 940 935 - - - - - - - - - VC 60.00, VC L L V L.P.. ELEV 13.9.51 L.P. STA = 63+6226 ......... - - - - - - - -2 ......... ... . ... ............. .................. 71Z. ELEV = 034.05 ..... ........ 935 ZT. +, --P%a STA = &3+68.76- - --_--- - -- - - - - - - - - - - - - - - - - - - - - - - - 930 ...... PM ELEV 9 0 PVl BLEV. 93�9,40 . A.D. 1.50% ......... - - - - - - - - .......... ........ - - ......... - - - - - - - - --- - - - - - - - - - - ...... 930 L925 K Z 39.92 925 PVC. =.63+38.1.6.. PVT = 63+98.76 ....... -W ELEV - 939.58 920 920 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50. 49 48 47 46 45 44 970 970 965 m 0;0 x1:05 atm mv 041 no co 4 N 000 q, C4 CS c� Cj n Ma ; n m0 m .0 .0 .,m 0 n I o 'm oj 1: 9 ci ... Ma N* V mm Mal .:0 a, m Ti- C� 0q c! 9 0� "m � 4;;. 4 V V n" 4 MM 0`01 00 mm 00, .:Cl 001 ..,a n I C,� as Cd C'i 6 _: r.: 'M '43 nn, Mnnl')� 0`m Mm .:m .0 .4, -, "T a,:* -:.rz -lr,: A W) n n 0 -0 r-: -:.r.Z r.: .-:r,*. n P) n -Py n n 0 4 4) do n 00 0'cll n0, `0 C,4 .1149 cig. -N,6 MM 11) n n n_ .0 0 Iq -xi � k6 c-� 'n py m n k6 965 960 ...... 50.00' VC ... ................. 50.00' VC ..... 960 955. PM 'STA = 10+12:00 L.P. ELEV:= 937.18 :LP., -STA 22+56.68 .... LP. ELEV = 935.16955 -LP; ST -A-:= 28+87.32 ...... ......... PIA ELEV = 938.62 PVI STA = 22+56.52 PIA STA- = 28+88.01 950..... PM STA 12+18.00 PVI ELEV := 937.10 .... A:D: = 1.21%- K = 41.41 ....... . PVI ELEV 935.10 ..... AD 124% 36 ....... ... 950 945 PVI 936.00 PVC = :22+31.52 PVC = 2;.i.ol 945 FLAY ROAD NORTH .ELEV, ........... PVT = :22+81.52 .... PVT. - = 29+13.01. ELEV = 937.25 ELEV = 935.25 STA 9+66.88-20+74.33 940 02% ......... ... . ..... ELEV 937.25. ELEV 935.26 . . .... .. ....... 940 130TH WAY NORTH 935 5. 0.00-W H.P. ELEV 936.92 ..... 50.C)V.:.VC FLO'.- ELEV 941.89 ................. D* 30'-- Z7. ............. -0.60% .......... ..... 935 STA 20+74-33-304-M 93o = H.P STA 10+73.11 PVl-* ST -A- 10+75.OG PVI ELEV 9.39.00 ...... H.P. STA VF+Vl-.97- PVt STA. .14+50.00 . M ELEV 94200 - - - - - - - - - - - - - - - H.P. ELEV - !' - - - - - - -N4- STA- -24+06.4-7 - ...... .... RVI -STA .24+06.52. PVI ELEV � 938.00 - - - - - - - - ------ ......... - ....... - - - - - ...... - - - - ... 930 925 A.D. -1.307 ......K :- 38:52 ...... PVC = 10+50.00 ............. I : A.D. -2.33% K =_ 21.44. PVC ='14+25.00 ....... A.D. = -1.20% K -.41.59 PMC - 23+81.52 925 920 PVT = 11+00.00 ELEV, =•938.85 ELEV - 938.82 PVT ='14+75.00 ... ELEV. .9.4-1.57. . ELEV = 941.85 PVT = 24+31.52 ELEV =937.55. 93745 ELEV = 937.85 ... ... 920 915 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 915 30 970 970 N Na �:E 1'2 mav o," m1p; I , :, , :, , :-, " , - - - - 0 10 0 n 0 0 Ico o'* n 00 MZ m . W? 0 0 Im In Y0 no I -M IN .0 11 A00 .2 -0 ON .0 OM MM r7,M"ri )99- P")R- f"�A 'A -A 4g. . �!g. 65 �.:g. . - 965 n.:W nV -nA n n n �n I I I n vll 6:1.. c%i�!. c,�:!. 6.1.. ci:d . c�.cs ci:cs C� C; C�cs c�io; 0, .:0 0 mm mm m mc, .:m m :a, c,o, 0:0 00, M:m m mm I)* n* n* n* nd. nn- c,:m ma, .0 mo, mm 9 0 6 50.00' VC ......... ... .......... 130. 00' - VC - ..... 100.00!.VC ... H.P� ELEV _� 940:91 960 H.P. ELEV:= 941.02 H.P. ELEV = 940.74 H.P. STA 46+89.00 50.00, VC: 60.00' VC :H.P. STA -,35+49.59 H.P. STA = 44+50.68 955 �!.Pt ElLEY. =. 93�.5�7: L.P. ELEV = 936.82 PVI: STA 46+88.52 1 - :PVI -STA :35+49.52 .... .. ..... PA STA. m. 44+46.82 ... ... PA 'ELEV' 941.00'955 H.P. STA- �1+32.26- LP i STA X2+'98'.5'9' PM ELEV := 941.42 PVI ELEV = 940.90 PVI STA: = 31+31.52: Pm STA 33+28.59 A.D. = -1.41% A.D.AD99% A.D. = .-1;32%- K = 35.58 950 P.M. 51 -FY. 935.55: ......... 1�= .2'0.03. ...K�M(36 950 A.D.124% A.D. 1,40%_\ PVI � PM STA 37+21.06: PVC = 43+96.82 :PVC 46+053.52 : *K = Z44: K 42.84 PV`r = -35+89.52 PM ELEV 938.00 PVT = 44�.82 PVF 47+13.52 945 Pyr 3ItO552: PVC - g.;8 := 9 ELEV 940.82 945 ELEV 40.62. ELEV. A .9,40.54 ELEV 940.83 ........ ELEV 940.60 PVT- 31+56.52- PVT 33+58.59 ELEV 940.62 130TH WAY NORTH ELEV 936.49: ELEV 936.82 940 ELEV 937.60 . . .... -1.9 .-0.62%. _'Ar__ -0.61% o.72% -0.69% 940 -44@46.81 ...... ...... ....... 2.00%. 91T 0.90,%-- ..... STA 28+00 935 o.64% -0-60%- 0.60% FONDANT TRAM N. . .. . .. - _: �- - - . ___ I . � - 50.0;; 50.00' VC Vd__ - . . .. ...... .............. 935 �_50:00 VC ........ - L.P. E V = 940;07 . LA-ELEV � 4M.98- 50.00 VC STA 44+46.81-48+90.96 930 - - - - - - - - - - tP.-ELEV ELEV. 936.31: H.P. STA 39+66.17 STA .41+64.11 uLEV=-9'4"a-- - - - - - --- - - - - - - - - - L.P. +STA � .28+8 STA. ��Zi:QQ.89 ...... Lp� STA. 45+67.81 ... 930 PM STA 28+138 1 -PVI STA 32+00.89 PVI STA 39+61:52 PA STX 41+65:91' ' : .... .. PVI ELEV 935.1 PVl ELEV - 936.23: PV1. E71 EV = 940.16 PVI ELEV �: 9,38-90 PVI STA 4,5+69.81 PVI STA = 48+97.48 925 A.D. = -1.51% = PIA ELEV - W.15 \rA.D.. =. 1.24% D.. ... AX, -m-1.33 _PVVELEV 939,56 925 K = 40.36 : K-=-44.67. :K"='37:64:..... 37:64 K '�- 37.71 PVC = 28+63.01 PVC =:31+75.89 PVC = 39+36;52 PVC = 41+40.91 920 PVT = 39+86:52 PVT: = 4i+§O.gl PVC 45+44.81 PVT... 29+13.01. +294.81 ELEV 935.25 ELEV 939 PVT 45 920 ELEV 936.38 ;94 ELEV 939.05 ELEV 940.30 ELEV 935.26 ELEV 936.38 ELEV 940.01 ELEV 939.08 ELEV 940.33 915 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 0* go'% 5 5.- _'V H.P.H ELEV 9'00' LL.P.L P�STA . A P 'T , V Vi F C A _,.5 A Westvmod 7 7 MEET I MMO/PRMOSED ELEV-64 - - - - - - 7 /./17 M, 0-... ADELAIDE Phone (952( 931-5150 ]699 Anagram Drive �E6 7 5 PROPOSED PRMLE OP5 Adelaide LLC F- (952) 937-5822 Ed.. P.Ift, MN SSW sm TW- (Na)937-5150 wtw-dp.- jolm newer �Azm oty 1660 Highway 100 South, Suite 400 L A N D I N G westwood Prafesd�l SA� Im rhft 08/23/17 L,_ 43M Ro=d Dmwlnx bvjfd� Prepared repa� 'or. SL Lam Park, MN 5596 Hugo, MN Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 Ai FONDANT TRAIL N. STA 43+87-69+18.05 C), 100, 200' 300' Dat. 05/19/17 short 12 of B Street Profiles 02017 Westwood Professional Services, Inc. 131ST COURT N. 970 N 'M ara NOa N N 1n NN MN ulrn mm 970_ d) N N Illd7 am IN a3n �W 965 °'N v '4 NM 1O No NN � 0 p A);. Q aQ vl ,Iri:p 'M4 'M:4 'M4"'M'�"�M�' -7 MRO NN MN . .�n.-. .�ri:o. .ono �n.pp 'M4"' .... rj . M� MO M:o M4 M4 'Marta rnW, rnrn rnrn rn41 965 rnrn M4' a._m mrn rnrn mrn rnrn mrn M4 MO M4 rnrn oI,'ol rnrn rn:41 PVC. = 2+:52.50 MM MM M�f"MQ" M'4 mm mal mm mm mrn rnrn mrn mm 960 90.00 VC PVI STA = 11+93.13 PVI .S:TA'=.1+00.00:. 960 ' H.P.STA = 3+95.82. w a L.P. ELEV'=' 940.02' .PVI ELEV: =_ 941,347\ .. PVI ELEV = 938.63 PVI ELEV = 939.60 ...-.. ......................... - L.P. STA = 2+47.68 _ ...... .... 955 M1 O1 M PVI STA = 2+25.00 -0-64% .. 2.00% _ 955 - __. PVI: ELEV '_ '939.82 _ 50.00' - VC A.D. 2.42% ......_. .. .-40.00' VC.-..... - ELEV 939.67 95j0 - K = 37.20 : -PVI STA = 6+08.51 95JQ STA = 2+83.46:. :. ... ' "PVC'= 1+80.00' PVI 'ELEV' _' 940.21' .. . -H'P. - -Pla STA'_ 2+70:00 - - .. ...... - - --Wdc'STA '� '5+25.0b............ PVT = 2+70.00 ---- PM PVI ELEV = 942.03 945 PVI ELEV p 940.50 A.D. = 1.20%._. ELEV := 940.63 _. 8 7 6 5 945 .. ,'_ K = '41:67 ' ELEV := 940:09 ' K = 19.23 PVC = 2+45.00 940 -7.82% :- 0.60% -0.64% 940 = - PVT = 05" 50.00' VC .... . - - 9.35 - -- H;P. -ELEV = 941.12 so.00' vc H.P. ELEV 942.62 ELEV = 941,88 so.00' vc _ H.P. ELE1L = 9.4 42 _ ...... .. _ _. _.- - - - -- _ _ .It Pr 51�c = X4+53:84 1 2 3 4 5 70.00' vc L.P. 939.16-:- PVI STA = 1+00.00 PVI STA = 4+54.63 - - H:P: 5TA = 5+16.83 - LP. 'STk = 7+82.00 9,30 : - PVI ELEV = 942.09 PVI ELEV = 941.19 PVI STA - _ 16+50:00 ' ' 930 'LSP,=� 6_ ? T ' 7 H,P.-ELEV 939.68-_-�M Ab: -.-1.24% _ _P-N-SIA_=7�82.h0_ - PVI STA = 10+15.00 - PVI STA 0: PVI STA - 14+17.00: - -K; = 40.34 PVI STA = 18+23.00 - PVI :STA = X20+65.00 925PVC .-1.20% = 4+29.63 PN ELEV = 942.50 . - . - . -A.D: 's 925 - - PVI ELEV - 942.29 ...... .PVT = 4+79.63 PVI ELEV =.939.02....A.D:._ _ PVI E!_EV...939.80 K =: 41.67 K = 41.67 ELEV 941.04 920 A.D._ -1.20%: � - K' = 41:67 PVC = 16+25.00 'ELEV = 941.03 _ 920 _ 1 2 3 4 5 6 7 130TH LANE NORTH 131ST ALCOVE N. c'o .4s . Ino Ino; - ai o Iri o - 'M4 Pyn 'Nl* n* MM m:M Malrnrn Mal mrn 00 rna, PVI STA = 1+00.00: 9455 PVI ELEV = 942.23 PVI STA = 5+30.73 'PVI ELEV = - 940:80 ................. ..... - -- 70.00' VC 935 LP. ELEV = 939.86 935 __-_-----.-. _ tP SFh= 4+0038 --- - PVI STA.= 4+00.40 930 `'PVI ELEV = 939.71 A.D: -- 1.68% ..... 930 K = 41.69 9255 PVC = 3+65.40 9255 - PVT = 4+35.40' ELEV = 940.00 920 _ ELEV = 940.00 920 1 2 3 4 5 6 j•T M 'M m1a X10 N 'M ara NOa N N 1n NN MN ulrn mm N Mu] d) N N Illd7 am IN a3n �W M:.N. :M rD� .1n'� OM1 N9a Olin ION n:2 nG J Nol ri:q 'MM 'M4 rnrn OI;rn - r1� rj� 'M4 'rll.4 rnrn mrn rj . M� MO M:o M4 M4 'Marta rnW, rnrn rnrn rn41 ao -M4 rnrn vO v vim r0� -MaMQ Ma M4 '`rQi'4 O(OI mrn mrn rnrn .N vi.N U1, a: aN' <_� M� 'M4 'M4' 'M 'M 'M4 'M.4 -M'4 mrn rnrn mrn rnrn mrn Orn rn' mal corn ..:....90.00....:... PVC. = 2+:52.50 MM MM M�f"MQ" M'4 mm mal mm mm mrn rnrn mrn mm PVT- = 3+57.50 - H.P. ELEV = 939.85- PVI STA = 11+93.13 PVI .S:TA'=.1+00.00:. - ' H.P.STA = 3+95.82. w a .. .. .PVI ELEV: =_ 941,347\ .. PVI ELEV = 938.63 PVI ELEV = 939.60 ...-.. ......................... - ELEV '= 940.00 _ ...... .... -0.60% M1 O1 M 0.60% -0-64% .. 2.00% _ 96( - __. PVT.- 4+4500 �• _ 50.00' - VC 80.00' VC:. ......_. .. .-40.00' VC.-..... - ELEV 939.67 H:P. ELEV = 941.91 : L.P. ELEV:= 940.58 : H.P. ELEV _ 94291 - 0607: STA = 2+83.46:. :. ... H.P. STA =-9+2-91 ' L.P. STA = 5+25:00- - - - - _ - � 36.40 .. _ ----.- .. . -H'P. - -Pla STA'_ 2+70:00 - - .. ...... - - --Wdc'STA '� '5+25.0b............ -P-VI PVI ELEV -441.97-- ---- PM PVI ELEV = 942.03 PVI ELEV = 937.76 PVI ELEV p 940.50 A.D. = 1.20%._. .'A.D. _ -1.24% _. 8 7 6 5 AD..= -2.60%. .. ,'_ K = '41:67 ._ -K'=32.33 K = 19.23 PVC = 2+45.00 PVC = 5+00.00- - : PVC - 9+17.00 = - PVT = 05" : pVT = 9+57.00 .... . - - .PVT- .2+95.00. ELEV = 941.53 = -.940:6 ELEV M.6 .. . - -ELEV = 942.85 so.00' vc H.P. ELEV 942.62 ELEV = 941,88 so.00' vc _ H.P. ELE1L = 9.4 42 ELEV = 940.65 ELEV - 942.84 1 2 3 4 5 70.00' vc L.P. 939.16-:- 6 7 8 9 10 11 1 130TH WAY NORTH 0 o NM1 'o NO o" OpM » rn in N - m- a 5 x:00 Oq�qpa W'O! -InN - arD N C;�pl 0 aM1 ;o :.l_4p� 100 h'.6 rnN ..... .......�, ...M :.. M, i of rMpi MCI M.�l. Mme. -;;4-23.... ..:....90.00....:... PVC. = 2+:52.50 MM MM M�f"MQ" M'4 mm mal mm mm mrn rnrn mrn mm PVT- = 3+57.50 - H.P. ELEV = 939.85- ELEV = 935.74 915 - ' H.P.STA = 3+95.82. w a H.P. ELEV = 938.38 : ""STA ..4+00:00 ... .... . PVI ELEV = 939.60 ...-.. ......................... - ELEV '= 940.00 : ...... .... 1 32%-� A.D. =-1.32%- M1 O1 M PVI STA. _. 3+26.00 50.00' VC 7PVL K = 6803:.4. PVC -= 3+M00 96( M4 rnm '."m 6m m:rn M __. PVT.- 4+4500 �• - . ELEV '= 939.73' - :AA D. _ -1.23% - - ELEV 939.67 PVI STA = 25+03.00. -0.72% - - 0607: .:.. :. ... PVC = 3+01.00 .. .... .. PA . ELE . _ .. 33.6 . 0.60% -PVI STA' _ :7+09.65 0.60% PVI STA = .1+00.00 PVI ELEV = 937.76 -0.60% ELEV =:938;31.. :PVI ELEV =: 938:20 8 7 6 5 4 3 2 1 130TH WAY NORTH - o rn4 ' o NM1 'o NO o" OpM O m 'M1 rp prr7 Mo Oro �a'M .0 "� -O M M -r, t04 .� vr; 'MM I o' 0, al-, MM M0 ri ao "r'lM Mal of rMpi MCI .6 m � T. MM in I�1M MM 'r), .0 mal rnrn .0 Mm ai -rhM 'MM' Mm rnM 920 PVC. = 2+:52.50 MM MM M�f"MQ" M'4 mm mal mm mm mrn rnrn mrn mm PVT- = 3+57.50 - .:50.00' . VC ...... . ELEV = 935.74 915 ELEV = 935.09 L.P.: STA =. 2+50.00 w a H.P. ELEV = 938.38 PVI STA = 2+50.00 .0.60% A .... . PVI ELEV = 939.60 :. A -P. STA = 3+25.52 A.D. _. 1.20% ...... .... K=41.67' M1 O1 M PVI STA. _. 3+26.00 50.00' VC N a 96( M4 rnm '."m 6m m:rn M MM MM MM 'O)a1 Mal Ott Q)rn .Ola) Olrn O]"rn O)rn 'PVI ELEV = 938.46 - :AA D. _ -1.23% PVI STA = 25+03.00. K. _. 40.75 .:.. :. ... PVC = 3+01.00 .. .... .. PA . ELE . _ .. 33.6 . 0.60% :PVT = 3+51-.00 0.60% _ :0.60%- -0.60% ELEV =:938;31.. :ELEV - 938:30 NPvt STA' = 1+00:00 PVI. STA = 6+68.27 PVI ELEV = 937:10 PVI ELEV = :936.32_:�x 1 2 3 4 5 6 7 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 FOXHILL AVENUE N. hCo In'0 h0 m 00 Mg.. NIn r7..;48" N.tp 945 M. MM MM MIS} MX17 mMl_ ma, mmrn m m rnrn PSA .STA a 1+°2.'00 PVI STA =: 4+85.04 rPVI ELEV _ 938.90 _ .PVI. ELEV..- 93.6.39,. 940 1.02% 935 ---.. 930 925 920 915_ 935 - 105.00' -VC - 05.00' -7C930 M1 930 LP. ELEV = 934.93 N. L.P. STA' _- 3+24:80 STA 5+00-7+14.97 PVI STA = 3+05.00 9255 PVA ELEV = 934.56 - A:D.- = 3:27% K32.13 OM NrOp �m �N W'O NN v:10n MON tOal..l0al".�O.ar."iO.Of..y10,..�:oo' N,o !MO..I'1� 'NA MM MM 920 PVC. = 2+:52.50 MM MM M�f"MQ" M'4 mm mal mm mm mrn rnrn mrn mm PVT- = 3+57.50 - II 'o_ ELEV = 935.74 915 ELEV = 935.09 1 2 3 4 5 M1 GENEVA AVENUE N. 132ND STREET N. STA 1+00-5+00 STA 5+00-7+14.97 N rn n 981 OM NrOp �m �N W'O NN v:10n MON tOal..l0al".�O.ar."iO.Of..y10,..�:oo' N,o !MO..I'1� 'NA MM MM ha hT '0 Nf01 M�..M.=. �(V v'N.- 'M4 'M4 97! MM MM M�f"MQ" M'4 mm mal mm mm mrn rnrn mrn mm N1,4 M:4 M4 mrn mol mm at:rn II 'o_ L.P, ELEV 930.68 939.68 .m.rn 971 L.P.: STA =. 2+50.00 w a w 0,60% PVI STA = 2+50.00 .0.60% A .... . PVI ELEV = 939.60 t0� .�P.00 Qol tO al..lO:al 'M4 'NIM 'MM 96i A.D. _. 1.20% n Olrn Olrn OI'01 Olin O]rn rn� O1rn rnal mrn O1rn OIrn rna) K=41.67' M1 O1 M Olrn OI'rn mm O]01 50.00' VC N a 96( 50-001 VCS H.P. ELEV' -- 939.86 H.P. STA = 1+95.00 PVI . STA . _ .1+95.00. . PVI ELEV- 939.93 A.D. _ -1.20% K.=.41..67..... PVC = 1+70.00 PVT = 2+20.00 ELEV =. 939.78 ELEV = 939.78 PVI 'STA = 1+00:00 MST STREET N. GENEVA AVENUE N. 910 PVI ELEV - 939.36 STA 1+00 21+ 22.48 1 2 3 4 5 6 7 M1 ;p N 00 M1 In. Q n' N rn n rn �N hTy NIn h® M.�-. b T'Q .. . �. .� . N..� II . . 5: II ' a 5: . a II 'o_ II 'O rn'M1 i..�0 N.. (V� Mr .MN M,(y r%((yy NN N�-- 'M:4 'M4 w a w 0,60% a[nyy Ifl� IAS 'M4 "M'4""M'4 'M:4 .0.60% A .... . a.O..I(l e- I(1� �� 'M4 M6 'M4 'M� 'M4 t0� .�P.00 Qol tO al..lO:al 'M4 'NIM 'MM 50-001 VCS H.P. ELEV' -- 939.86 H.P. STA = 1+95.00 PVI . STA . _ .1+95.00. . PVI ELEV- 939.93 A.D. _ -1.20% K.=.41..67..... PVC = 1+70.00 PVT = 2+20.00 ELEV =. 939.78 ELEV = 939.78 PVI 'STA = 1+00:00 MST STREET N. GENEVA AVENUE N. 910 PVI ELEV - 939.36 STA 1+00 21+ 22.48 1 2 3 4 5 6 7 Westwood I Phone 19521931-5150 7899A""11101" Fan. [95]19374822 Eden Pnlrl.,MN55344 TOYFra wftt.-dp- VA.tw nd hWeMlwel Se kft I- ' hm" MWFehM NL F1 w F"pt q r m mar W )7sAdm� aar.d ..paadm =a d,r 3 .m . a.y a®m rer>P®olmv. mx¢�e� mde m v.. a � � d 1/z9M 3r"�e�i5'i9"sn'i+8%PROPosm aavAneN eum - 1/91 h) SniEET 1.2_PROP.D PROFILE en01/ V/17 Oty Ca ft __ O9fll/1) Olr Commatb Jplm Vda uM 08/23/17 r5� x 41, 5 Prepared fox: C.hecloeei I1r1M [hnra lSrB Rwmd a� bnLd.ee OP5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 ADELAIDE - L A N D I N G- HuRa, MN 0' 100' 200' 300' 0008483nTF01.dwi Dace 05/19/17 s> --h 13 oa 15 Street Profiles - 21+2248-25+03 n al 'rn 'rn 'rn 01 'rn rn - rna Nim 1a0 rn3.1 mN Orn �N •..N� m rn "rn rn 'rn 01n 07 �D-r vlo h1.] rn �N hTy NIn h® M.�-. b T'Q - rn 'rn 01 'rn mN -�rn O'N MT7 o 'rn rn -90 art NV1 Io 9p I[1Y 0 'O o 'O rn� ADO ¢]Ill OI'N M1 'O O 'O vai -'N M1It) cDIQ - o d N oG N -O _a Nm_ NN M M o 0 O O '0 0 MN a1n -mm mM1 Mie �M1 0T OM1 'O rn'M1 i..�0 N.. (V� Mr .MN M,(y r%((yy NN N�-- 'M:4 'M4 Ir] 'MV 'M:4 a[[yy a[nyy Ifl� IAS 'M4 "M'4""M'4 'M:4 C� N1� M� t� 'M'4 "M:4 M'4 r�6"'M4 �Prn- M.N r']� Mr M� "M,a 'M4 'rl,v a.O..I(l e- I(1� �� 'M4 M6 'M4 'M� 'M4 t0� .�P.00 Qol tO al..lO:al 'M4 'NIM 'MM (O al co 01 Ihm hJ� I�ra..cO.IInn t07 'MM 'MrY 'MM "MM 'MM N:r.J. 'MM n Olrn Olrn OI'01 Olin O]rn rn� O1rn rnal mrn O1rn OIrn rna) rnrn Qlrn O)rn Olrn rnrn 01rn Olrn OI'rn mm O]01 rnrn 'Orn O]rn rn'rn rnrn Olaf mrn Olaf rnm rna) rnOl M4 rnm '."m 6m m:rn M MM MM MM 'O)a1 Mal Ott Q)rn .Ola) Olrn O]"rn O)rn ,0101 PVI STA = 1+00.00 PVI ELEV .. 940:19 PVI STA = 25+03.00. .:.. :. ... ... .... .. .... .. PA . ELE . _ .. 33.6 . 0.60% -0.60% 0.60% _ :0.60%- -0.60% 0.60%. -t2o% sa ao• o% 0.6�500'- so.00' vc H.P. ELEV 942.62 so.00' VC L.P..ELEV.=.94118 so.00' vc _ H.P. ELE1L = 9.4 42 c; LP. EL6 712 so.00' VC: H:P. ELEV = 94222 L.P. ELEV = 940:97 LP. STA:= 16+50.00 5000' VC : H.P. ELEV 941.83 70.00' vc L.P. 939.16-:- -= - H:P: 5TA = 5+16.83 - LP. 'STk = 7+82.00 �}-L'� STA 10+15.00" : - _ LP 'ST�i0 -Hj' .-STh.=_-19 1700: PVI STA - _ 16+50:00 ' ' 1#R- STA 18+T4:8„t - 'LSP,=� 6_ ? T ' 7 H,P.-ELEV 939.68-_-�M STA= ,516.83- PVI ELEV = 942.69 _ _P-N-SIA_=7�82.h0_ - PVI STA = 10+15.00 - PVI STA 0: PVI STA - 14+17.00: - _ --PVI'EtECr= 940:90 - PVI STA = 18+23.00 - PVI :STA = X20+65.00 H.P. STA = 21+81.54 PVI STA = 21+95.00PVI:ELEV .-1.20% - . 941_10 ...A.D: -='1.20% PN ELEV = 942.50 . - . - . -A.D: 's ...........A.%:....... PVI EL19 PVI ELEV - 942.29 A.D. 1.20% .......... - PVI ELEV = 941.93 PVI ELEV =.939.02....A.D:._ _ PVI E!_EV...939.80 K =: 41.67 K = 41.67 =1.20%._ K- _' 41.67 - K 41.67 A.D._ -1.20%: � - K' = 41:67 PVC = 16+25.00 A.D: '='-1.809.. - K = 27.71 .....A.D. = 9;80% K = 38.80 .... _ . . A.D. .60% - ' PVC -=_4+91.83 ' . - .. . PVT -= 5+41.83 PVC = 7+57.D0 _ -PVC --:9+90.00 � ; PVC = 42+08.00 K - 41.67: PVC �= 13+92.00 - PVT=. 16+75.00 PVC = 17+98.00 PVC = 20+30.00. - K = 19.23 21+70M ELEV = 942.54. 'PVT = 8+07.00. ELEV = 941.25 _. PVT' _ 10+40.D0. .:... .PVT ^ 12+58.00: 'PVT:= Y4+42.00: .......ELEV = 9'41:05 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: ELEV = 941.05 ELEV = 941.78 ELEV = 939.44 -=.939.23. - ELEV =.939.65 _. ELEV 942.35 ELEV =941.34' ELEV =942.14- ELEV = 941.63 ELEV £1.£W =939.30' - 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Westwood I Phone 19521931-5150 7899A""11101" Fan. [95]19374822 Eden Pnlrl.,MN55344 TOYFra wftt.-dp- VA.tw nd hWeMlwel Se kft I- ' hm" MWFehM NL F1 w F"pt q r m mar W )7sAdm� aar.d ..paadm =a d,r 3 .m . a.y a®m rer>P®olmv. mx¢�e� mde m v.. a � � d 1/z9M 3r"�e�i5'i9"sn'i+8%PROPosm aavAneN eum - 1/91 h) SniEET 1.2_PROP.D PROFILE en01/ V/17 Oty Ca ft __ O9fll/1) Olr Commatb Jplm Vda uM 08/23/17 r5� x 41, 5 Prepared fox: C.hecloeei I1r1M [hnra lSrB Rwmd a� bnLd.ee OP5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 ADELAIDE - L A N D I N G- HuRa, MN 0' 100' 200' 300' 0008483nTF01.dwi Dace 05/19/17 s> --h 13 oa 15 Street Profiles 02017 Westwood Professional Services, Inc. WETLAND ... ,.. BUFFER M1C�NO WING ALLOWED " ..... .-'- I _ ...... V4nI{Wt. r lifEt�s1 ... s 1 Vftstwood Ph. n (952(93)-5159 7599ALs9Yam GENe Fax (9521937.51122 Eden Pealde, MN 55344 WFns (3a91937-5150 wertwoodpa m Westwood Pmd iga Lai S-Ae.% I - Geta z ROAD 0.5' o z -V SUBGRADE ELEV. r GEOTEXTLE FILTER AGGREGATE (MnDOT 3149.2H) 4' PERF. PVC PIPE SDR 35 GEOTEXTILE FABRIC -TYPE II (MnDOT 3733) PERFORA�UND�DRAIN DR INSTALL AT LOW POINT AS OIRECTFD BY THE INGNEER NOTE: DRAINTILE INSTALLED 50e IN EACH DIRECTION FROM CATCH BASIN PERFORATED DRAIN TILE 3.1 N,F 65' HOUSE .PAD ... _ __.____ -_ R.O.W q ROADWAY 7' (MIN.) I 3' 40' 25' _3' 22 15' 1' 14' (VARIES) I ul FINISHED GRADE AFTER HOUSE I w FINISHED GRADE FOR PAD I I I 0.67' -- -- — — — —I — — — - y— _ 0 GARAG FLOOR EL. HOLD OSWN X1.00' TO SUBGRADE _------------- _ ' 11 R. TI 1 L.1FfLR Ir 2,�++V rf,E-xSPH, Tf■/ry�/�■ Fc:K On.RL '.:V e,r '` I'ANC LS.CMEti ENGINEERED FILL^� i�ENGINEERED FILL . —ENGINEERED FILL. 3N Slab-On-Grade(may-y-LY, BLANKET SLOPE RATIO STAPLES/YARD - N.T.5.al.iJ�.'TI Vftstwood Ph. n (952(93)-5159 7599ALs9Yam GENe Fax (9521937.51122 Eden Pealde, MN 55344 WFns (3a91937-5150 wertwoodpa m Westwood Pmd iga Lai S-Ae.% I - Geta z ROAD 0.5' o z -V SUBGRADE ELEV. r GEOTEXTLE FILTER AGGREGATE (MnDOT 3149.2H) 4' PERF. PVC PIPE SDR 35 GEOTEXTILE FABRIC -TYPE II (MnDOT 3733) PERFORA�UND�DRAIN DR INSTALL AT LOW POINT AS OIRECTFD BY THE INGNEER NOTE: DRAINTILE INSTALLED 50e IN EACH DIRECTION FROM CATCH BASIN PERFORATED DRAIN TILE 3.1 N,F 65' HOUSE .PAD ... _ __.____ -_ R.O.W q ROADWAY 7' (MIN.) I 3' 40' 25' _3' 22 15' 1' 14' (VARIES) I ul FINISHED GRADE AFTER HOUSE I w FINISHED GRADE FOR PAD I I I 0.67' -- -- — — — —I — — — - y— _ 0 GARAG FLOOR EL. HOLD OSWN X1.00' TO SUBGRADE _------------- _ ' 11 R. TI 1 L.1FfLR Ir 2,�++V rf,E-xSPH, Tf■/ry�/�■ Fc:K On.RL '.:V e,r '` I'ANC LS.CMEti ENGINEERED FILL^� i�ENGINEERED FILL . —ENGINEERED FILL. CATEGORY STAPLE SPACING FOR STAPLES 4' DE LENGTH Slab-On-Grade(may-y-LY, BLANKET SLOPE RATIO STAPLES/YARD - N.T.5.al.iJ�.'TI 00 5" 2:1 (H: V)> 1.2 STAPLES.12 R"Id.- oaao R28 Prepared for. ffit@IH®L mtleY dxr Lwe d the .9oN d Yimew lle, � 0 5" 2:1 - 1:1 1.7 STAPLES 1 4' 6PB ]u1m Bender' 2 4" 08/23/17 43358 4 fi" TAMP DIRT Rend om—a t Ld-!!E Date Ltaimaa N. 5 5" OVER MAT/ 6 5" �� �� BLANKET 7 5" SIDE OF POND CREEK SIDE OF POND ///HOUSE OUTLET / GENERALELEVATION=902.0 r 4 1 1. 1 STAPLE RIES �: " PATTERN .. OVRLAP FLUE ABO E TE ' WNR 4CE 10 �2.0' OF ` ,. SOUR COHESIVE SOIL LINER HENEATH OUTLET ELEVATION (IN WATER QUALITY PONDS ONLY) TYPICAL SLOPE!=,Lx _ �L Z►111M�� L1GLL1� T 1Zan� S - NON -WOVEN GEOTEXTILE ISOMETRIC VIEW FILTER FABRIC UNDER NOTE; TYPICAL TREATMENT IO NG{ NNG 1. SHOULD BE INSTALLED VERTICALLY DOWNSLOPE. SLOPEMATS/BLANKETSSURFACE 2 SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICK AND GRASS. 3. MATS/BLANKETS SHALL HAVE 0000 SOIL CONTACT. 4. LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH THE SOIL 5. DO NOT STRETCH. PAST 6 a TEMPORARY EROSION BLANKETS al POND GRADING DETAIL 06 1. ----dwood NO°d TURF REINFORCEMENT MATS FOR SLOPES GDat Roo E E -V PROmE RIREC � 0� ROW d! STPEET LOT BENCHING DETAIL NO SCALE Vftstwood Ph. n (952(93)-5159 7599ALs9Yam GENe Fax (9521937.51122 Eden Pealde, MN 55344 WFns (3a91937-5150 wertwoodpa m Westwood Pmd iga Lai S-Ae.% I - Geta z ROAD 0.5' o z -V SUBGRADE ELEV. r GEOTEXTLE FILTER AGGREGATE (MnDOT 3149.2H) 4' PERF. PVC PIPE SDR 35 GEOTEXTILE FABRIC -TYPE II (MnDOT 3733) PERFORA�UND�DRAIN DR INSTALL AT LOW POINT AS OIRECTFD BY THE INGNEER NOTE: DRAINTILE INSTALLED 50e IN EACH DIRECTION FROM CATCH BASIN PERFORATED DRAIN TILE 3.1 N,F 65' HOUSE .PAD ... _ __.____ -_ R.O.W q ROADWAY 7' (MIN.) I 3' 40' 25' _3' 22 15' 1' 14' (VARIES) I ul FINISHED GRADE AFTER HOUSE I w FINISHED GRADE FOR PAD I I I 0.67' -- -- — — — —I — — — - y— _ 0 GARAG FLOOR EL. HOLD OSWN Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 .REE. GEN RAL 601SUIT RE Eax 1 TTI ors x.T eE NII x E9x9T.XT X,o 1C xE T ax:�aE .T = : noW .T mE E.. .0 wsrRucnoxs el A--. TE . Em rg� nae 9lEEr, niT f N D £ OMPK1 pPE Y x uua x i T 6 qui xa RD.1 EffiE xM£ f r ituER¢XCY SRLLu Y WR S OXY E—) vXE�xe rywm sTaal EwxTJ TOP VIEW -TvwE ra.T � � �o so�.na orcr xc .-T P 'c X -1.4 XOEP TO TIE 0' RF Tex EXwY u TE PW: PIPE END NEW SIDE VIEW (NO SCALE) gyyEq ��roxsNTx FAIRCLOTH SKIMMER®DISCHARGE SYSTEM WITH OUTLET I11om1 STRUCTURE R-O.W OL ROADWAY 7' MIN. 3' 40' 1 25' 3' 22' 15' 14' (VARIES) - -- _ FINISHED GRADE AFTER HOUSE ma 11 FINISHED GRADE FOR PAD I I rn EL. OF GROUND 1D' AT WALKOUT 8.2' BELOW GARAGE SLAB GARAGE FLOOR EL HOLD GOWN UNLESS OTHERWISE _ _ _ UMIT$ NOTED. __ ___ __ ____t ---------------------------- j-f;.-.D-TO ___-_-- 3.00' TO SUBGRADE - ---- -- _ 0.5 TOPSOIL BASEM FLOOR % '- ---- ENGINEERED FILL=� —ENGINEERED FILL 5' MATCH PROPOSED GROUND AT WALKOUT ELEVATION moi', SUITABLE BEARING SOIL (TYP.) ��--ENGINEERED FILL 'ABLE BEARING SOIL (TYP.) WaWout 0� N.T.S. 65' HOUSE PAD _ R.O.W q ROADWAY 7' MIN. 3 40' 25' _ 3' _ II_ 22 (VARIES) q i FINISHED GRADE AFTER HOUSE j EL OF GROUND1 FINISHED GRADE FOR PAD p AT LOOKOI/TAGE BELOW GAR5-0SLAB I I UNLESS OTHERWISE 10• NOTED. GARAGE FLOOR L1. HOLD DOWN — LIMITS v` ------ r- — — — ---- --_------------ 1.3.00' TO SUBGRADE a --- 15' ---------- 0.5' TOPSOIL`S BASEMENT FLOOR ENGINEERED FILL— ; —ENGINEERED FILL ENGINEERED FILL TT�� ,,.� SUITABLE BEARING SOIL (TYP.) BLE BEARING SOIL (TYP.) 10ok-V//��Yt kL.l.f� N.T.S. 65' HOUSE PAD R.O.W T.ROADWAY 7' (MIN.) 13" 40 25' 3' 1 22' 15' 1. 14' VARIES FINISHED GRADE AFTER HOUSE I w -FINISHED GRADE FOR PAD m I I 0.67, GARAGE FLOOR EL HOLO (TOWN OMITS -00' TO SUBGRADE I,I BASEMENT FLOOR 0.5 TOPSOIL ENGINEERED FILL- -ENGINEERED FILL SUITABLE BEARING SOIL (TYP.) RaMbler (R` N.T.S. d a OP5 Adelaide LLC ADELAIDE 1660 Highway 100 South, Suite 400 — L A N D I N G— SL Louis Park, MN 55416 Hugo, MN ENGINEERED FILL BEARING SOIL (TYP.) 0006463 TF02.6wg net. 05/19/17 %eeB 14 OF 15 DeteLL47 X1.00' TO SUBGRADE _------------- _ ' 0.5' TOPSOIL I � ENGINEERED FILL^� i�ENGINEERED FILL . —ENGINEERED FILL. SUITABLE BEARING SOIL (TYP.) Slab-On-Grade(may-y-LY, 4 SUITABLE BEARING SOIL I—) N.T.5.al.iJ�.'TI � Q,eq me m,. p m = pepM q ee OF EMIO >aT alvei a penmen .ase mu 1 at , adr 9®Psa fONAi. R"Id.- oaao R28 Prepared for. ffit@IH®L mtleY dxr Lwe d the .9oN d Yimew lle, � LtT37U1/17 atY Canmeita 09/]2/17 CITY pmmm.ntr 6PB ]u1m Bender' 08/23/17 43358 Rend om—a t Ld-!!E Date Ltaimaa N. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 .REE. GEN RAL 601SUIT RE Eax 1 TTI ors x.T eE NII x E9x9T.XT X,o 1C xE T ax:�aE .T = : noW .T mE E.. .0 wsrRucnoxs el A--. TE . Em rg� nae 9lEEr, niT f N D £ OMPK1 pPE Y x uua x i T 6 qui xa RD.1 EffiE xM£ f r ituER¢XCY SRLLu Y WR S OXY E—) vXE�xe rywm sTaal EwxTJ TOP VIEW -TvwE ra.T � � �o so�.na orcr xc .-T P 'c X -1.4 XOEP TO TIE 0' RF Tex EXwY u TE PW: PIPE END NEW SIDE VIEW (NO SCALE) gyyEq ��roxsNTx FAIRCLOTH SKIMMER®DISCHARGE SYSTEM WITH OUTLET I11om1 STRUCTURE R-O.W OL ROADWAY 7' MIN. 3' 40' 1 25' 3' 22' 15' 14' (VARIES) - -- _ FINISHED GRADE AFTER HOUSE ma 11 FINISHED GRADE FOR PAD I I rn EL. OF GROUND 1D' AT WALKOUT 8.2' BELOW GARAGE SLAB GARAGE FLOOR EL HOLD GOWN UNLESS OTHERWISE _ _ _ UMIT$ NOTED. __ ___ __ ____t ---------------------------- j-f;.-.D-TO ___-_-- 3.00' TO SUBGRADE - ---- -- _ 0.5 TOPSOIL BASEM FLOOR % '- ---- ENGINEERED FILL=� —ENGINEERED FILL 5' MATCH PROPOSED GROUND AT WALKOUT ELEVATION moi', SUITABLE BEARING SOIL (TYP.) ��--ENGINEERED FILL 'ABLE BEARING SOIL (TYP.) WaWout 0� N.T.S. 65' HOUSE PAD _ R.O.W q ROADWAY 7' MIN. 3 40' 25' _ 3' _ II_ 22 (VARIES) q i FINISHED GRADE AFTER HOUSE j EL OF GROUND1 FINISHED GRADE FOR PAD p AT LOOKOI/TAGE BELOW GAR5-0SLAB I I UNLESS OTHERWISE 10• NOTED. GARAGE FLOOR L1. HOLD DOWN — LIMITS v` ------ r- — — — ---- --_------------ 1.3.00' TO SUBGRADE a --- 15' ---------- 0.5' TOPSOIL`S BASEMENT FLOOR ENGINEERED FILL— ; —ENGINEERED FILL ENGINEERED FILL TT�� ,,.� SUITABLE BEARING SOIL (TYP.) BLE BEARING SOIL (TYP.) 10ok-V//��Yt kL.l.f� N.T.S. 65' HOUSE PAD R.O.W T.ROADWAY 7' (MIN.) 13" 40 25' 3' 1 22' 15' 1. 14' VARIES FINISHED GRADE AFTER HOUSE I w -FINISHED GRADE FOR PAD m I I 0.67, GARAGE FLOOR EL HOLO (TOWN OMITS -00' TO SUBGRADE I,I BASEMENT FLOOR 0.5 TOPSOIL ENGINEERED FILL- -ENGINEERED FILL SUITABLE BEARING SOIL (TYP.) RaMbler (R` N.T.S. d a OP5 Adelaide LLC ADELAIDE 1660 Highway 100 South, Suite 400 — L A N D I N G— SL Louis Park, MN 55416 Hugo, MN ENGINEERED FILL BEARING SOIL (TYP.) 0006463 TF02.6wg net. 05/19/17 %eeB 14 OF 15 DeteLL47 02017 Westwood Professional Services, Inc. ED LANDSCAPING 4N —ADJACENT PROPERTY UNE TYPICAL POND CROSS—SECTION O ADJACENT PROPERTIES n. T.S. •6'-3A32 CONCRETE SIDEWALK 4" 'CLASS 5 AGGREGATE BASE (100% CRUSHED GRAVEL) COMPACTED SUBGRADE CONIC, WALKWAY NO SCALE 8* MIN.. TOPSOIL (TYP.) = REAR YARD _ VARIES] TYPICAL PAVEMENT NO SCALE 1 1/2" BIT. WEARING COURSE MNDOT SPEC 2360. TYPE SP 9.5 WEAR COURSE (MS)(SPNWEA3408) TACK COAL MnDOT 2357 2 1/2- BITUMINOUS BASE COURSE MNDOT SPEC. 2360. SP125 NON WEAR COURSE (3.8)(SPNWB330B) 12* CLASS 5 AGGREGATE BASE (100[ CRUSHED) 24" MNDOT 2211 CLASS AGGREGATE SUB -BASE (IOOX CRUSHED) GEOTEXTILE FABRIC, FOR CLAY SUBSOILS - MIRAFl 50OX WOOD FIBER EROSION a CONTROL BLANKET TEMPORARY DIVERSION DITCH NO SCALE 28' 30' CLASS -IV A 'r �• RIP RAP PLACE FILTER FABRIC UNDER ROCK (TYPE. IV FABRIC) A MEW LOOKING UPSTREAM KEY STONE INTO THE DITCH BANKS AND EXTEND IT BEYOND THE ABUTMENTS A MINIMUM OF 18' TO PREVENT OVER FLOW AROUND DAM - FLOW KEY IN ENDS OF FILTER FABRIC --// 5 ft. \\\ MINIMUM OF 6" SECTION A - ♦ TYPE IV FABRIC 'L- = THE DISTANCE SUCH THAT POINTS 'A' AND 'B' ARE OF EQUAL ELEVATION. � POINT 'A' POINT 'B' mAau. cr.cn+ r}I a D Mc " UST REWSER Westwood TEMPORARY ROCK CHECK DAM os roe GD78 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 IEAGFNCY OVTRF10Yt 0 (I °ot°oo Boa °o �¢QC CC a. D� It - TO +5. • BOL INLET n NLET AFRO] V — 1-e � +=i.L - OVAL TATER 1!CPE W/!00 0000000000 " a Q -000 000CJ0OCOOOQ00000Riflo *— TNI 2P ra.mAnON ROCK 0000000000`1P J.._. NO E FILTER FABRIC MAY BE REF1At:Ls AS REWIRES BY ROeOMIG BOLndkvETS CONNECnNG NOPE DYERS AN BOCN.G/Ril2 BACK T9(E;RIER DEV -CES SHOWN AAE AS MANUFACTURED BY ROYAL ENNR!MMENTAL STS & WFTRASAFT - CULVERT INLET PROTECTOR INFRMAFE — CULVERT INLET PROTECTOR FLAY ROAD NORTH (STA 14+97,05-20+74,33) 130TH WAY NORTH STA 20+74.33-44+46.81) FONDANT TRAIL NORTH (STA 44+46.81-48+97.01 SIDEWALK k PARKING ONE -SIDE N.T.S. 50' (ROW) 60' (RGH). -. 54' IRc.w, 28' F- 28' (F- — - _ "—TRAIL 28' (F- I 30' B -B 3_0' SSB=B) i EASEMENT 10' 15' i 15' 10' 8� MIN. - - 15' 11' 4' 4' (CITY CUTLOT) TOPSOI 11 6' MIN. -- (TlP.) L 3x 3�_0% 3x u (TIPS)IL 3% lox 3x 2& (7YP.) T 3x 3.O;i 3:S IF TRAIL (TYP.) E _ — TRAIL (TYP.) t — - 1.5:1 SLOPE - 1.S:1 SLOPE — — PROFILE GRADE SURMOUNTABLE 2.0' BOC PROFILE GRADE SURMOUNTABLE 20' BOC PROFILE GRADE 8618 CURB k 1'5'1 SLOPE GRADING GRADE CURB k GUTTER 2.0' BOC GRADING GRADE CURB k GUTTER 8818 CURB k GRADING GRAD GUTTER _. 4O- __ 40 GUTTER 40' 130TH WAY NORTH (STA 1+00-7+09.85) FLAY ROAD N. (STA 12+18-14+97.05) FOXHILL AVENUE N. TRIAL ONE SIDE; NO PARKING TRAIL ONE SIDE; NO PARKING 130TH WAY NORTH (STA 1+00-6+68.27 N.T.S. „.T.s 131ST COURT NORTH 131ST ALCOVE NORTH PARKING ONE -SIDE N.Ts. 0008463DTF02. Date: 05/19/17 Sheet 15 OF 15 V1#a►stw�aod E huNr mWy But Btle Po ru pepm3 by [� dhN xER and BW f em . 11 .4 be P90PBSHONAL IN, 1 7 Deame� TNB + 3Njr�/'�� ,� SIM Me. eR d. s�rr e, M1AmaA Da/o,/,7 CTry �-,. 1• ADELAIDE Q (95 2) R3T-5,59 7899Ana9rem Drive ��. ?� W/��7 atY Gmmnt _. _... r mw_ QP5 Adelaide LLC Details Fe. (952; 937.5832 f:Uen Pnlrie�,TM�N 5530/ TOhe � °""6 �e 1660 Highway 100 South, Suite 400 LANDING — TW Fee (888)937-5150 wat-W ]Reid l7,wb I.iideee IMINt- a Pmfedonal S& -Am 19r: )7A� 08/73/17 IJTmr xo 49358 - -- - s — St. Louis Par14 IVIN 55416 Hugo, MN — —TRAIL {TYP.> j '�` —`SIDEWALK (TYP.), SIDEW _ 1.5:1 SLOPE VERIFYLOCATION GRADE- SURMOUNTABLE 20' BOC PROFILE GRADE SURMOUNTABLE GRADING GRADE-- CURB k GUTTER GRADING GRADE CURB k GUTTER 40 40' FLAY ROAD N. (STA 10+12-12+18) FONQANT TRAIL N. (T- 27+2_5.98-69+18,05) TRIAL ONE SIDE; NO PARKING 131ST STREET N. N.T.s. 130TH LANE N. GENEVA AVENUE N. SIDEWALK k PARKING ONE -SIDE N.T.S. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 IEAGFNCY OVTRF10Yt 0 (I °ot°oo Boa °o �¢QC CC a. D� It - TO +5. • BOL INLET n NLET AFRO] V — 1-e � +=i.L - OVAL TATER 1!CPE W/!00 0000000000 " a Q -000 000CJ0OCOOOQ00000Riflo *— TNI 2P ra.mAnON ROCK 0000000000`1P J.._. NO E FILTER FABRIC MAY BE REF1At:Ls AS REWIRES BY ROeOMIG BOLndkvETS CONNECnNG NOPE DYERS AN BOCN.G/Ril2 BACK T9(E;RIER DEV -CES SHOWN AAE AS MANUFACTURED BY ROYAL ENNR!MMENTAL STS & WFTRASAFT - CULVERT INLET PROTECTOR INFRMAFE — CULVERT INLET PROTECTOR FLAY ROAD NORTH (STA 14+97,05-20+74,33) 130TH WAY NORTH STA 20+74.33-44+46.81) FONDANT TRAIL NORTH (STA 44+46.81-48+97.01 SIDEWALK k PARKING ONE -SIDE N.T.S. 50' (ROW) 60' (RGH). -. 54' IRc.w, 28' F- 28' (F- — - _ "—TRAIL 28' (F- I 30' B -B 3_0' SSB=B) i EASEMENT 10' 15' i 15' 10' 8� MIN. - - 15' 11' 4' 4' (CITY CUTLOT) TOPSOI 11 6' MIN. -- (TlP.) L 3x 3�_0% 3x u (TIPS)IL 3% lox 3x 2& (7YP.) T 3x 3.O;i 3:S IF TRAIL (TYP.) E _ — TRAIL (TYP.) t — - 1.5:1 SLOPE - 1.S:1 SLOPE — — PROFILE GRADE SURMOUNTABLE 2.0' BOC PROFILE GRADE SURMOUNTABLE 20' BOC PROFILE GRADE 8618 CURB k 1'5'1 SLOPE GRADING GRADE CURB k GUTTER 2.0' BOC GRADING GRADE CURB k GUTTER 8818 CURB k GRADING GRAD GUTTER _. 4O- __ 40 GUTTER 40' 130TH WAY NORTH (STA 1+00-7+09.85) FLAY ROAD N. (STA 12+18-14+97.05) FOXHILL AVENUE N. TRIAL ONE SIDE; NO PARKING TRAIL ONE SIDE; NO PARKING 130TH WAY NORTH (STA 1+00-6+68.27 N.T.S. „.T.s 131ST COURT NORTH 131ST ALCOVE NORTH PARKING ONE -SIDE N.Ts. 0008463DTF02. Date: 05/19/17 Sheet 15 OF 15 V1#a►stw�aod E huNr mWy But Btle Po ru pepm3 by [� dhN xER and BW f em . 11 .4 be P90PBSHONAL IN, 1 7 Deame� TNB + 3Njr�/'�� ,� SIM Me. eR d. s�rr e, M1AmaA Da/o,/,7 CTry �-,. 1• ADELAIDE Q (95 2) R3T-5,59 7899Ana9rem Drive ��. ?� W/��7 atY Gmmnt _. _... r mw_ QP5 Adelaide LLC Details Fe. (952; 937.5832 f:Uen Pnlrie�,TM�N 5530/ TOhe � °""6 �e 1660 Highway 100 South, Suite 400 LANDING — TW Fee (888)937-5150 wat-W ]Reid l7,wb I.iideee IMINt- a Pmfedonal S& -Am 19r: )7A� 08/73/17 IJTmr xo 49358 - -- - s — St. Louis Par14 IVIN 55416 Hugo, MN c2017 Westwood Professional Services, Inc. Construction Plans for Sanitary Sewer, Water Main, Storm Sewer, and Streets for Adelaide Landing Hugo, MN Prepared for: OP5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Park, MN 55416 Contact: Steph Griffin Phone: 952-525-3239 Prepared by: Phone (952)93]-5150 ]899 Anagrsm ow. Fev(952)937-5822 Eden Prairie, MN 553CC Td (888) 9375150—ftwoodp— W m word Pra/erJa I Servk ti Im Project number: 0008463.00 Contact John Bender Vicinity Map (Not to Scale NO. DA TH I REVISION I SHEETS 1 09/22/17City Comments All i1-� Jo — Construction Plans for Sanitary Sewer, Water Main, Storm Sewer, and Streets for Adelaide Landing Hugo, MN Date 07/14/17 Sheet 1 of 23 Sheet List Table Sheet Number Sheet Title 1 Cover 2 overall _ 3 Sanitary Sewer and Watermain Construction Plan 4 Sanitary Sewer and Watermain Construction Pion S Sanitary Sewer and Watermain Construction Plan 6 Sanitary Sewer and Watermain Construction Plan 7 Sanitary Sewer and Watermain Construction Plan 8 Sanitary Sewer and Watermain Construction Plan 9 Sanitary Sewer and Watermain Construction Plan 10 Sanitary Sewer and Watermain Construction Plan 11 Street and Storm Sewer Construction Plan 12 Street and Storm Sewer Construction Plan 13 Street and Storm Sewer Construction Plan 14 Street and Storm Sewer Construction Plan is Street and Storm Sewer Construction Plan 16 Street and Storm Sewer Construction Plan 17 Street and Storm Sewer Construction Plan 18 Street and Storm Sewer Construction Plan 19 Street and Storm Sewer Construction Plan 20 Street and Storm Sewer Construction Plan 21 _ Street and Storm Sewer Construction Plan 22 _ Details _ 23 Details Vicinity Map (Not to Scale NO. DA TH I REVISION I SHEETS 1 09/22/17City Comments All i1-� Jo — Construction Plans for Sanitary Sewer, Water Main, Storm Sewer, and Streets for Adelaide Landing Hugo, MN Date 07/14/17 Sheet 1 of 23 C2017 Westwood Professional Services, Inc. POND 5 I 1 OUTLET EL=930.5 100 YR HW -=932.3 POND BOTTOM=922.0 3-195 ...' . MH --r .OR " ,`•-.FES—tOBj'; _ CBMH�137 MH STMH-107 '� CBMH-238 CB -20 .�BBMH220� r , - -.. Ai 0 ;> J3-1.•\\ MH 20 i - MHH 12.02 _ .. ... M.,CBMH-79 . MH-7�A; ` `:BMH-138 `. ."'^..�.. .... ; l 8 73.... CB—i27 MH -19 .CBMH-62., :.. •, CB -63 : : - 7 CBMH-78 ! B -79B r' CBMHr134 005=t37`\ — .,, CBMH-6 I - - MH,,Z7 • CB -1531 MH 11 ..- .,„ jrC �B 5 `j�j //-- 1`E5 2: - � r -- MH, -3 j .__._'. 'f ___I ,: �Ho.6.w ode : Tk! .:! rCB-84 : ._...:. -• .�� rG6_ii� 'i: '"`y F'ES—i 48 1. -. _l'�-�N—aR _ MHT15• _. •, E9� 208_. ...._. i STORM SEWER CASTING SCHEDULE STRUCTURE CASTING TYPE NUMBER TWE DIA FF I rvC I 1S" — WeAv%vold Phone (95219325150 1699 Anagram D6- Faa (952193M 22 Ed- Pm, MN 55344 Tot— (893193]4150 weawoodp— Wetwaad ft f. —l5®9t4e1.I- 73 # .. S 61.MH i ,FES 24 -' S-60 k CBMH CBMH R -3067-V 74A CBMH 48" R -3067-V 75 11 eUTLET-Ef, 928.5 100 YR HWL-931.5 R -3067-V POND BOTTOM=918.5 1` 48" R -3067-V 77 ft 27" STORM SEWER CASTING SCHEDULE STRUCTURE CASTING TYPE NUMBER TWE DIA FF I rvC I 1S" — WeAv%vold Phone (95219325150 1699 Anagram D6- Faa (952193M 22 Ed- Pm, MN 55344 Tot— (893193]4150 weawoodp— Wetwaad ft f. —l5®9t4e1.I- 73 # CBMH 48" R -3067-V 74 :♦c CBMH 60" R -3067-V 74A CBMH 48" R -3067-V 75 CB 2'x3' R -3067-V 76 CBMH 48" R -3067-V 77 CS 27" R-4342 78 CBMH 48" R -3067-V 79 * CBMH 48" R -3067-V 79A CBMH 48" R -3067-V 79B * CB 2'x3' R -3067-V 80 CBMH 48" R -3067-V 81 CBMH 48" R -3067-V B2 CB 2'x3' R -3067-V 83 CBMH 48" R -3067-V 83A * 84 * 106 107 �� 125 126 * - 127 130 131 CBMH CB CBMH STMH FES FES CBMH CB_ FES CBMH 48" 2'x3' 48" 48" 15" 15" 48" 2'x3' 30"- 60" R -3067-V R -3067-V--= R -3067-V ._ R-1642 _ - - R -3067-V _ R -3067_-V R -3067-V 2h—,—fy----p.T—q--wee° dtret 'T� .ed du! t ® 4 d9h u,"a! PROPHSSaNA 132 STMH 48" R-1642 132A OCS 24" SEE DETAIL 133 FES 24" - 134 CBMH 48" R -3067-V 135 CB 2'x3' R -3067-V 136 FES 15" R -3067-V R -3067-V R -3067-V R -3067-V R-4342 R-4342 R -3067-V R- R-4342 137 CBMH 48" R -3067-V 138 CBMH 48" R -3067-V 139 CB 2'x3' R -3067-V 141 CB 2'x3' R -3067-V 142 MH 2'x3' R -3067-V 145 FES 24" R -3067—V 145 STMH 48" R-1642 147 OCS 48" SEE DETAIL 148 _ 150 - 151 152 _ 153 * 155 156 157 190 191 FES FES STMH CBMH CB FES OCS FES FES OCS 24" 15" 48" 48" 2'x3' 18" - 18" 36" - I - - R-1642 R -3067-V R -3067-V - SEE DETAIL - - SEE DETAIL @iCaR'IE)O! 1na._ d !L SYM d �6ms%u. 9/]3/1y Gly eamwwd John Header p� 07/14/17 c1Drd9 K. 43358 192 FES 36" 1 — 195 FES 24" 196 * CBMH 48" R -3067-V 197 CBMH 60" R -3067-V 198 CBMH 48" R -3067-V 199 CBMH 4S" R -3067-V R -3067-V R -3067-V R -3067-V R-4342 R-4342 R -3067-V R- R-4342 200 CBMH 48" 201 * CB 2'x3' 202 CBMH 48" 203 CBMH 48" 204 CB 27" 205 CBMH 48" 206 CBMH 48" 207 CBMH 46" 208- CB 27" R-4342 223 CBMH 48" _ R -3067—V _ 224 CBMH 48" R -3067—V 225CBMH 48" R -3067—V 22 6'_ CB 2'x3'_ R -3067—V 235 k _ CBMH 48" R -3067-V 236_- _CBMH 48" R -3067-V 237 CBMH 48" _ R-4342 238 CBMH 48" R-4342 239 CB 27" f R-4342 240 FES 36" J - - _ 241 FES 36" Ddmek not I Prepared for. MW W *STORM STRUCTURES WITHIN 10' OF WATERMAIN TO HAVE WATER TIGHT CONNECTIONS PER MDH REQUIREMENTS. SEE WATERSTOP GROUTING RINGS DETAIL OPS Adelaide LLC '1660 Highway 100 South, Suite 400 St Laois Park, MN 55416 NOTE: CONTRACTOR TO REFERENCE CITY GENERAL SPECIFICATIONS AND STANDARD DETAIL PLATES FOR STREET AND UTILITY CONSTRUCTION. Adelaide Landing MN Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 FUTURE Sanitary Sewer _-_..--- .............. Water Hyd. w\Valve :.. Storm Sewer-- ----- EXISTING Sanitary Sewer N Water wnr Hyd. w\Valve i------2 Storm Sewer — PROPOSED t..._. - — _ Zl ._ CBMH-106. ' Sanitary Sewer —4— Water — 1 Hyd. w\Valve—1—aa}• Storrs Sewer —00- Draintile —«r— rt 7 0' 150' 300, 450' 00084630AF01.dwg Date 07/14/17 sheet 2 OF 23 Overall c2017 Westwood Professional Services, Inc. r� 1!� IfJr1 rl+ 1 r �l 1 11 11 11 l; ONNECT TO EXIS GIII , v 4 ..... /J 8" DIP PLUG _- •�! .� HYD w/AUX VALVE _... ...... I v;w fff 8'-6" DIP Q SAN PLUG # f3 N 4 f B"x6" TEE GRND EL -935.66: ;N Q z 9. 1r m MH -32 ... ... ..... __... w .... _.... _.. N /Co � 1� 1 i a o s '� w 12"x8" REDUCERS ti f 8 22 ri /2 & i 12"x8" TEE - o,J - 11 1/4 ,BENp� \\ / 2 , , 11 1/4° 1BEND& HYD w/AUX VALVE 12" G.V. --TEE' .. .. _..._ ..... 10 -6". DIP.-..... __ ~- � ,I _. .... ....... .... 2'x12 " TEE - --_ ijx6 TEE 10 - -_ I ^ MH 3 ��, -G.V... - N�DI EL_9 __ .....' ......... .. ...I........ rSEE.SHE� T-...4 L ,._.., 12 G GR 36 43 \`' MH 6 I_. :_:. .:..dl ... as .. if T a" `r'� MH -4 - Y12' 22 u ..'.�. _ I, MH -5 ,�....__ r( .Y,�' °° 7`,' BEND - 4" PVC ,.4NITARY 1 COPPER SE'. VICq lSERVICE,(TYP.) - /CURB STOP ITYW.) I 2© 3 ®' ` 4© 5® 6 ®: 7 ©. 8© 9 10 &4 1 © 2 928 5 928.7 928.9 929.1 929.4 929.6 929.8 ell( .. ...... .. .. ......... _ ..... _. _.... `��.�� �� ► '' X23 WYE -0+05 �� � . �a � - WYE D+56 Wl'E=1+09 WYE= 1+64 WYE- 2+44 WYE- 0+15 WYE- 0+70 - MH -1 PROFILE A MH -2 / + ..... a<i --- as -� as-- -a ........_........1.2.._.45x. WA WAT - DIRECTION,4LDRILL 8" "'- � ��� PVCSANtTARY SEWER rEXMH-1 CONNECTION 1( 27'- 12" DIP CL 52 W.M. w/P%YWRAP EXTRA DEPTH PROPOSED GRADE:(TYP.) iREMOVE27' "EXISTING W.M. 18" MIN. SEPARA� TI PER CITY DETAIL HU -W-5 EX.: MH -1....... RE = 932.74 IE (NE) - 923.80 EX.IE = 923.55 1 PROFILE A 945 �277- 12" DIP CL 52 W.M. w/POLYWRAP- - 7.5' MIN. COVER 54'- 12" DIP CL 52 W.M. w/POLYWRAP 940 . .EXTRA DEPTH.'... ...ii3" ='8"'PVC .... SDR 35 ® 1.00,; - irMH -1 236' - B" PVC RE = 933.24 SDR 35 ® 0.40% IE (E) = 924.93 IE (SW) = 924.93 D=8.3 ......_ 27" RCP O 15" RCP _ ■ f 3aeDl aetltl Out W4 plm wY pe]vM L1 vY R wEC mJ Q dIM .�a�m ud Wt 1 ®. AW, Lxrotl PAOI�aNAL 1)dmed: 4m &T@I� vedw Or Lne d tlu Rue of t6msou. 9/22/17 alY twnmmle PM1one (952193]5150 7699 Anagram anva /�f//N�f,�y alb Fu (952)931-5022 iAen Preine, MN 55304 F D _ S 7o1 (899)937-5150 weMwoodpf.[wn aha Bender Westwood Profenional %Wm 9.c arts 07/14/17 >�. N. 43358 - - 2-d Call --- 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE EiD INVERT ® 10' OUTSIDE R.O.W. WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. SEE CITY DETAIL HU -SS -2. MAINTAIN 10 FT SEPARATION BETWEEN WATERMAIN AND SANITARY SEWER. O WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FT. 0 WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED SANITARY SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM SANITARY PIPE OF 1.5 FT. SEE CITY DETAIL HU -W-5. NOTE: SANITARY SEWER SERVICE STUBS TYPICALLY 3' DOWNSTREAM OF WATER SERVICE CURB STOP SANITARY SEWER AND WATER SERVICES SHALL EXTEND 10' BEYOND THE R/W LINE SANITARY SEWER SERVICES SHALL BE SCHEDULE 40 GLUE TOGETHER PIPE CORPORATION STOP SHALL BE THREADED INTO THE WATERMANIN (NO SADDLES) 1" COPPER WATER SERVICE SHALL BE TYPE K ALL WATERMAIN INCLUDING HYDRANT LEADS SHALL BE DUCTILE IRON ALL WATERMAIN AND APPURTENANCES SHALL BE POLY WRAPPED STUB WATERMAIN PLUGS SHALL BE EQUIPPED WITH AN AIR BLEED SYSTEM. SEE CITY DETAIL HU -W-6 THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED DATUM IN US SURVEY FEET. 130TH WAY NORTH NGVD=NATIONAL GEODETIC VERTICAL DATUM 945 283'- 12" DIP:CL 52 W.M. w/POLYWRAR - 7.5' MIN. COVER 108'- 8" DIP CL 52 :W.M. w/POLYWRAP 26'- 12" DIP CL 52 26'- 12" DIP CL 52 EXTRA DEPTH 26'- 12" DIP CL 52 : W.M. w/POLYWRAP W.M. w/POLYWRAP 940 W.M. w/POLYWRAP - EXTRA -DEPTH' :' i EXTRA -DEPTH EXTRA DEPTH PROPOSED CA GRADE (IYP.) 96 - 12" DIP CL 52 W.M. w/POLYWRAP - 7.5' MIN. COVER 65'-8"P ... SDR. 3500.4 0:4 STUB -1 RE 935.63 IE (S) 926:72 38 - 8" PVC - SDR 35 ® 0.40, 18" MIN. SEPARATION) PER CITY DETAIL HU --W-5 MH -33 MH -3 SOR 35'0'0:410% MH -2 915 RE = 933.82 18" MIN.:SEPARATION IE (W) = 925.87 PER CITY DETAIL HU -W-5 IE (NE) = 925.87 MH -3 D=7.9 RE '= 935.14 29 IE (NW) = 926.80 IE (SW) = 926.80 910 : IE (SE) = 926.80 MH -5 D=8.3 _ ■ f 3aeDl aetltl Out W4 plm wY pe]vM L1 vY R wEC mJ Q dIM .�a�m ud Wt 1 ®. AW, Lxrotl PAOI�aNAL 1)dmed: 4m &T@I� vedw Or Lne d tlu Rue of t6msou. 9/22/17 alY twnmmle PM1one (952193]5150 7699 Anagram anva /�f//N�f,�y alb Fu (952)931-5022 iAen Preine, MN 55304 F D _ S 7o1 (899)937-5150 weMwoodpf.[wn aha Bender Westwood Profenional %Wm 9.c arts 07/14/17 >�. N. 43358 - - 2-d Call --- 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE EiD INVERT ® 10' OUTSIDE R.O.W. WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. SEE CITY DETAIL HU -SS -2. MAINTAIN 10 FT SEPARATION BETWEEN WATERMAIN AND SANITARY SEWER. O WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FT. 0 WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED SANITARY SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM SANITARY PIPE OF 1.5 FT. SEE CITY DETAIL HU -W-5. NOTE: SANITARY SEWER SERVICE STUBS TYPICALLY 3' DOWNSTREAM OF WATER SERVICE CURB STOP SANITARY SEWER AND WATER SERVICES SHALL EXTEND 10' BEYOND THE R/W LINE SANITARY SEWER SERVICES SHALL BE SCHEDULE 40 GLUE TOGETHER PIPE CORPORATION STOP SHALL BE THREADED INTO THE WATERMANIN (NO SADDLES) 1" COPPER WATER SERVICE SHALL BE TYPE K ALL WATERMAIN INCLUDING HYDRANT LEADS SHALL BE DUCTILE IRON ALL WATERMAIN AND APPURTENANCES SHALL BE POLY WRAPPED STUB WATERMAIN PLUGS SHALL BE EQUIPPED WITH AN AIR BLEED SYSTEM. SEE CITY DETAIL HU -W-6 THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED DATUM IN US SURVEY FEET. 130TH WAY NORTH NGVD=NATIONAL GEODETIC VERTICAL DATUM 945 283'- 12" DIP:CL 52 W.M. w/POLYWRAR - 7.5' MIN. COVER 108'- 8" DIP CL 52 :W.M. w/POLYWRAP 26'- 12" DIP CL 52 26'- 12" DIP CL 52 EXTRA DEPTH 26'- 12" DIP CL 52 : W.M. w/POLYWRAP W.M. w/POLYWRAP 940 W.M. w/POLYWRAP - EXTRA -DEPTH' :' i EXTRA -DEPTH EXTRA DEPTH PROPOSED CA GRADE (IYP.) 96 - 12" DIP CL 52 W.M. w/POLYWRAP - 7.5' MIN. COVER 65'-8"P ... SDR. 3500.4 0:4 STUB -1 RE 935.63 IE (S) 926:72 38 - 8" PVC - SDR 35 ® 0.40, 18" MIN. SEPARATION) PER CITY DETAIL HU --W-5 MH -33 MH -3 -RE -= 935.42 - - - 915 915 1_ IE (SE) = 927.06 IE (SW) - 926.80 D=8.4 IE (SE) = 926.80 D=8.3 27 29 18', MIN.. , ... 925 910 SEPARATION MH -5 2 3 4 5 6 7 RE = 936.28 PER CITY DETAIL _ ■ f 3aeDl aetltl Out W4 plm wY pe]vM L1 vY R wEC mJ Q dIM .�a�m ud Wt 1 ®. AW, Lxrotl PAOI�aNAL 1)dmed: 4m &T@I� vedw Or Lne d tlu Rue of t6msou. 9/22/17 alY twnmmle PM1one (952193]5150 7699 Anagram anva /�f//N�f,�y alb Fu (952)931-5022 iAen Preine, MN 55304 F D _ S 7o1 (899)937-5150 weMwoodpf.[wn aha Bender Westwood Profenional %Wm 9.c arts 07/14/17 >�. N. 43358 - - 2-d Call --- 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE EiD INVERT ® 10' OUTSIDE R.O.W. WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. SEE CITY DETAIL HU -SS -2. MAINTAIN 10 FT SEPARATION BETWEEN WATERMAIN AND SANITARY SEWER. O WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FT. 0 WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED SANITARY SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM SANITARY PIPE OF 1.5 FT. SEE CITY DETAIL HU -W-5. NOTE: SANITARY SEWER SERVICE STUBS TYPICALLY 3' DOWNSTREAM OF WATER SERVICE CURB STOP SANITARY SEWER AND WATER SERVICES SHALL EXTEND 10' BEYOND THE R/W LINE SANITARY SEWER SERVICES SHALL BE SCHEDULE 40 GLUE TOGETHER PIPE CORPORATION STOP SHALL BE THREADED INTO THE WATERMANIN (NO SADDLES) 1" COPPER WATER SERVICE SHALL BE TYPE K ALL WATERMAIN INCLUDING HYDRANT LEADS SHALL BE DUCTILE IRON ALL WATERMAIN AND APPURTENANCES SHALL BE POLY WRAPPED STUB WATERMAIN PLUGS SHALL BE EQUIPPED WITH AN AIR BLEED SYSTEM. SEE CITY DETAIL HU -W-6 THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED DATUM IN US SURVEY FEET. 130TH WAY NORTH NGVD=NATIONAL GEODETIC VERTICAL DATUM 945 283'- 12" DIP:CL 52 W.M. w/POLYWRAR - 7.5' MIN. COVER 108'- 8" DIP CL 52 :W.M. w/POLYWRAP 26'- 12" DIP CL 52 26'- 12" DIP CL 52 EXTRA DEPTH 26'- 12" DIP CL 52 : W.M. w/POLYWRAP W.M. w/POLYWRAP 940 W.M. w/POLYWRAP - EXTRA -DEPTH' :' i EXTRA -DEPTH EXTRA DEPTH PROPOSED CA GRADE (IYP.) 96 - 12" DIP CL 52 W.M. w/POLYWRAP - 7.5' MIN. COVER 65'-8"P ... SDR. 3500.4 0:4 STUB -1 RE 935.63 IE (S) 926:72 38 - 8" PVC - SDR 35 ® 0.40, 18" MIN. SEPARATION) PER CITY DETAIL HU --W-5 MH -33 MH -3 -RE -= 935.42 - - - .RE -. 935.14 IE (N) = 927-.06 IE (NW) = 926.-80 IE (SE) = 927.06 IE (SW) - 926.80 D=8.4 IE (SE) = 926.80 D=8.3 28 29 Prepared for. PROPOSED CA SUBGRADE (TYP.) -261' - 8" PVC 1LV - o r"... SDR 35 ®0.40, MH -4 -SDR 35 ®0.40, RE = 935.34. 18" .MIN.. 18', MIN.. , ... 925 IE (E) - 927.01 SEPARATION MH -5 SEPARATION MH -6 IE (NW) _ -927.01 PER CITY RE = 936.28 PER CITY DETAIL RE = 937.07 D=8.4 - DETAIL IE (N) _: 928.05 HU -W-5 IE (N) = 928.53 \-53' - 8" PVC HU -W-5 IE (E) _: 928.05 IE (E) = 928.53 IE (W) _: 928.05 IE (W) = 928.53 920 SCR- 35= ® 0.40% .. . .. 30 31 OP5 Adelaide LLC 1660 F &Kray NO south, Suite 4W a Louie Par1S, MN 55416 32 33 Adelaide Landing MN A 915 34 I 0' 50' 100' 150' 0C08463UTFOI.dw Date 07/14/17 sheet 3 of 23 Sanitary Sewer and Watermain Construction Plan 02017 Westwood Professional Services, Inc. 8" SAN PLUG, 7 .8" DIP PLUG .. .\ 8" G.V. s '\ \ \ \ , !/ • ' \ \ , - � - ' � - 12"x8" REDUCER 12"x .12 CROSS LIMITS\OF PHASE 1 A/ STREETlBi 1111UTY HYD w/AUX VALVE J ' ...... _........ - CONSTRUC N. (TYP) -__ - �' \ ' -i� 30'-6" . 110 � D1P , !� \ ice. _A 1 - ' \\ f \\ GR EL=94$kl� !/!! 12"-&V. 3 4 , 929,7O - ........._ .. 932.4 I WYE- 2+20 , . 8 WYE 1+84 :WYE= 2+67 WYE 3+29 ` f - 5 - �'-i ] ,� YD w/AUX VALVE \ .. _ .............. v �"` 12 G.V. v I - - Q ?2"x6" TEE �-' ; V 7 c . ...... .......... .... - LVE H 2 HYDw AUX VA 8 + 931.4 932.1 11'-6" DIP GRND EL=940 67. HYD w/AUX VALVE 12"x6" 12-22 TEE 1/20 13€N f .9 GRIND EL=939.29 I . 2-.6" TEE 1 12"-11 1 /4° - • �� \ \� J v GRIND EL=939.89 2 G.V.GV_ . - _ .._ ... . BEND T\1 /4 ]0 72"x8 TEE v 1 _ \ BEND ! 7` y i f ' r BEND . I. :::'. .I::' .--- l _1�:'_ _ - ' MH -28 - 4b 'I I s 4PVC SAN+TARY " \ \ I © © w/C RB ESTOP (TYP.) R SERVICE SERVICE (TYP.) 5 9y19 \ J ] 2 3 © 4 93 a as'ox6ry \ \ O O O ED t ,, \ 931.9 932 2 932.5 t WYE= 1+03 WYE 1+68 - I WYE= 2+35 WYE= 0+66 OUMOT H i 'T, °D 130TH WAY NORTH - ---- 270'- 1 DIP CL 52 W.M. 130'- 12" DIP CL 52 26'2 12" DIP CL 52 155'- 12":DIP CL 52w POLYWRAP W.M. w/POLYWRAP W.M. w/POLYWRAP W.M. w/POLYWRAP 300'- :12" DIP CL 52 7,5' MIN. COVER;//' EXTRA DEP W.M. w/POLYWRAP- ..... . EXTRA :DEP,TH... ... 18' MIN. SEPARAEDN `PER -CITY DETAIL. HU: -W-5 ... ...... ....... ...... ...... ... .. PROPOSED CA GRADE (TYP.) r PROPOSED CA SUBGRADE (TYP.) TOP STA .79 -:8" PVC SDR 35 0 0.4Uh ( - Fi-7TOP OF 16" GAS UNE;.'-� - RE - 940.03 EL=930.15: MH -6A IE (W) - 931.07 D=9.0 RE 937.95 SDR 35 ® 0.60% 99' _ pvc IE (W) = 93010 RE = 939.70 SDR as.®"7. 5% ME -28 D=7.9 IE (E) = 927.70 RE = 939.23 .D=12.0 IE: (W) = 927.24 IE: (NE) _ 927.14 D-_12.1 33 34 35 36 37 38 39 40 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE INVERT 0 10' OUTSIDE R.D.W. WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. SEE CITY DETAIL HU -SS -2. MAINTAIN 10 FT SEPARATION BETWEEN WATERMAIN AND SANITARY SEWER. WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FT. ® WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED SANITARY SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM SANITARY PIPE OF 1.5 FT. SEE CITY DETAIL HU -W-5. NOTE: NI SANITARY SEWER SERVICE STUBS TYPICALLY 3' DOWNSTREAM OF WATER SERVICE CURB STOP SANITARY SEWER AND WATER SERVICES SHALL EXTEND 10' BEYOND THE R/W UNE SANITARY SEWER SERVICES SHALL BE SCHEDULE 40 GLUE TOGETHER PIPE CORPORATION STOP SHALL BE THREADED INTO THE WATERMANIN (NO SADDLES) 1" COPPER WATER SERVICE SHALL BE TYPE K ALL WATERMAIN INCLUDING HYDRANT LEADS SHALL BE DUCTILE IRON ALL WATERMAIN AND APPURTENANCES SHALL BE POLY WRAPPED STUB WATERMAIN PLUGS SHALL BE EQUIPPED WITH AN AIR BLEED SYSTEM. SEE CITY DETAIL HU -W-6 THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM 5 11'-6" DIP WYE= 0+91 .WYE= 1+56 392 - 8". PVC SOR 35 ® 0.40% z LY-PER MIN. SEPARARON TOP OF WM PER CITY DETAIL MH76........ .F4U-W-5. ... ... ' - RE = 937.07 IE (N) = 928.53 - IE (E) = 928.53 IE (W) = 928.53 TOP OF 16" GAS UNE- 0=8.5 V ' PROPOSED CA GRADE (TYP.) r PROPOSED CA SUBGRADE (TYP.) TOP STA .79 -:8" PVC SDR 35 0 0.4Uh ( - Fi-7TOP OF 16" GAS UNE;.'-� - RE - 940.03 EL=930.15: MH -6A IE (W) - 931.07 D=9.0 RE 937.95 SDR 35 ® 0.60% 99' _ pvc IE (W) = 93010 RE = 939.70 SDR as.®"7. 5% ME -28 D=7.9 IE (E) = 927.70 RE = 939.23 .D=12.0 IE: (W) = 927.24 IE: (NE) _ 927.14 D-_12.1 33 34 35 36 37 38 39 40 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE INVERT 0 10' OUTSIDE R.D.W. WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. SEE CITY DETAIL HU -SS -2. MAINTAIN 10 FT SEPARATION BETWEEN WATERMAIN AND SANITARY SEWER. WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FT. ® WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED SANITARY SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM SANITARY PIPE OF 1.5 FT. SEE CITY DETAIL HU -W-5. NOTE: NI SANITARY SEWER SERVICE STUBS TYPICALLY 3' DOWNSTREAM OF WATER SERVICE CURB STOP SANITARY SEWER AND WATER SERVICES SHALL EXTEND 10' BEYOND THE R/W UNE SANITARY SEWER SERVICES SHALL BE SCHEDULE 40 GLUE TOGETHER PIPE CORPORATION STOP SHALL BE THREADED INTO THE WATERMANIN (NO SADDLES) 1" COPPER WATER SERVICE SHALL BE TYPE K ALL WATERMAIN INCLUDING HYDRANT LEADS SHALL BE DUCTILE IRON ALL WATERMAIN AND APPURTENANCES SHALL BE POLY WRAPPED STUB WATERMAIN PLUGS SHALL BE EQUIPPED WITH AN AIR BLEED SYSTEM. SEE CITY DETAIL HU -W-6 THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM 5 11'-6" DIP WYE= 0+91 .WYE= 1+56 MH -27 RE = 939.15. IE (SW) = 925.30- 1E (NE) -925.20 D=13.9 41 42 43 Westwood I �y O , °1 Uw F� ^� � by e . n wen ep � a� .ad n r t f . _ ana.ee PAOP8590NAL Vel"w' Dd.Oek w ffii@I®t wdn BH Inn of !h, $tlb i 9/22/11 dt C"mmnta Phone (852(9394150 9899Ana9®mDN"e - OPS Adelaide LLC Fa. (952) 9315822 fid -P-.,-- _- Vlnwn: IQB 1NFea (888)9315158-stwooePi-n jobn Beads 1660 1-Hghway 100 South, Suite 400 weswooa Ptotesbnel semws Inc u.e 07/14/17 --- Ll- Nu 43358 1 sma nne--ba-MM-M. St Louie Park, NIN %416 MH -26 RE = 940.70 IE (NW). 922.98, 9.20 IE (NE) = 922.98 IE (SW) = 922.98 IE (SE) 922.88 D=17.8 915 44 45 Adelaide Landing 1/m I 0' 50' 100' 150' 0008463UTF02.awg nate 07/14/17 6heee 4 OF 23 Sanitary Sewer and Watermain Construction Plan 42'- 8":'DIP CL 52 RAISED WATERMAIN POLYWRAP DIP TOP OF WM M. rM-MIN_.MWR STA=42+55 - AP EL=933.50 - - - 4"- INSULATION -(CITY DETAIL HU -SS -5) - TOP WM TOP OF 16" GAS UNE- STA=4 V ' 33.13 EL=43.13;- - OF 16" GAS UNE _TOP EL=929.04- - 45' - 8":PVC . .. SDR 35 0 4:38% 240' - 8".PVC SDR 35STUB-4 ® 0.92% IE (SW) - 92495 MH -27 RE = 939.15. IE (SW) = 925.30- 1E (NE) -925.20 D=13.9 41 42 43 Westwood I �y O , °1 Uw F� ^� � by e . n wen ep � a� .ad n r t f . _ ana.ee PAOP8590NAL Vel"w' Dd.Oek w ffii@I®t wdn BH Inn of !h, $tlb i 9/22/11 dt C"mmnta Phone (852(9394150 9899Ana9®mDN"e - OPS Adelaide LLC Fa. (952) 9315822 fid -P-.,-- _- Vlnwn: IQB 1NFea (888)9315158-stwooePi-n jobn Beads 1660 1-Hghway 100 South, Suite 400 weswooa Ptotesbnel semws Inc u.e 07/14/17 --- Ll- Nu 43358 1 sma nne--ba-MM-M. St Louie Park, NIN %416 MH -26 RE = 940.70 IE (NW). 922.98, 9.20 IE (NE) = 922.98 IE (SW) = 922.98 IE (SE) 922.88 D=17.8 915 44 45 Adelaide Landing 1/m I 0' 50' 100' 150' 0008463UTF02.awg nate 07/14/17 6heee 4 OF 23 Sanitary Sewer and Watermain Construction Plan ®2017 Westwood Professional Services, Inc. N 93N 8"-450 BEND,-:,,,•w,���' T ti h y HYD w/AUX VALVE 19'-6" DIP f 8"x6" TEE GRIND EL= "7 MH MH -10 8"-450 BEND SDR 35 ® 0.40%'\ MH -8 w/CURB STOP (TYP.) \ 4" PVC SANITARY SERVICE (TYP.) OUTLOT F MH -5 ti 9J__....................... ..__...._.......__......,__.... .. p s ,' '•--- --y _ } . -F3' G.Y. ' S � (p 9384 930.2 930.0 \ J3 0 \ ��?y WYE -1+61i :WYE -1+O6 ` U) M 04 j --- LIMITS OF PHASE IISTREET & UTILITY CONSTRUCTION (TYP) 928'8 - M WYE= 0+51 130TH WAY NORTH 550'- 8" DIP CL 52 W.M. w/POLYWRAP - 7.5' MIN. COVER EXTRA DEPTH PROPOSED C/L GRADE (TYP.) 940 PROPOSED 'C/L SUBGR'AD'E (TYP.) 1 2 3 4 5 6 D=8.2 I 915 Westwood 7 hne67 mtlr7 WY i4 PIm we Reid 6, ®s �7 eo-.e me � c ®. Me.,doo< P: fac �vcaz�� m„me w �... o� u. seem aa®w.� 9/zz/+� cnr comme� ��' _irQ_ Phone (959 (9379150 7699MagramDr11e °- OP5 Adelaide LLC Fan (9521937-5692 rd -Prairie. MN 55344 _. r_._---_....._V- TdlFm (699)937-5150 weriwaedp3 Jolm Header 1660 i iighway 100 South, Suite 400 Wmwood Pro/erh-15eMM Im Dtl 07/14/17 id®r xs 433.56 .. ._ vema n=.t�ygia.� St. Lame Park, MN 55416 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE INVERT ® 10' OUTSIDE R.O.W. WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. SEE CITY DETAIL HU -SS -2. MAINTAIN 10 FT SEPARATION BETWEEN WATERMAIN AND SANITARY SEWER. 0 WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FT. © WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED SANITARY SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM SANITARY PIPE OF 1.5 FT. SEE CITY DETAIL HU -W-5. SANITARY ANRY SEWER SERVICE STUBS TYPICALLY 3' DOWNSTREAM OF WATER SERVICE CURB STOP SANITARY SEWER AND WATER SERVICES SHALL EXTEND 10' BEYOND THE R/W UNE SANITARY SEWER SERVICES SHALL BE SCHEDULE 40 GLUE TOGETHER PIPE CORPORATION STOP SHALL BE THREADED INTO THE WATERMANIN (NO SADDLES) 1" COPPER WATER SERVICE SHALL BE TYPE K ALL WATERMAIN INCLUDING HYDRANT LEADS SHALL BE DUCTILE IRON ALL WATERMAIN AND APPURTENANCES SHALL BE POLY WRAPPED STUB WATERMAIN PLUGS SHALL BE EQUIPPED WITH AN AIR BLEED SYSTEM. SEE CITY DETAIL HU -W-5 THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED DATUM IN US SURVEY FEET. Adelaide Landing I NGVD=NATIONAL GEODETIC VERTICAL DATUM 0' 50' 100' 150' -009463UTF03.ewgl DA. 07/14/17 sneee 5 OF 23 Sanitary Sewer and Watermain Construction Plan 61' - 8" PVC : SDR 35 ® 0.40%'\ 935 61' - 8" PVC 219'. - 8".PYC.SDR.35 ®0.40% SDR 35 ® 1.18% ���....219' 934 ='8" PVC SDR'3560.40% - MH -1.0 RE =: 938.34 MH -9. RE = 939.10 MH -8 . MH76 IE (NW) 929.40 IE (SE) _: 929.64 'IE' '=: '929.64' RE = 937.65: 'IE -(NE) 928:92 925 RE _ 937.07 IE (S), 929.40 (SW) - IE (S).= 928.92 IE (N) = 928.53 IE (E) = 928.53 D=8.9 D=8.5 D=8.7 MH -5 RE =- 936.28 t IE (W) = 928.53 IE (N) = 928.05 D=8.5 IE (E) = 928.05 IE.(W).=.928.05,; 920 1 2 3 4 5 6 D=8.2 I 915 Westwood 7 hne67 mtlr7 WY i4 PIm we Reid 6, ®s �7 eo-.e me � c ®. Me.,doo< P: fac �vcaz�� m„me w �... o� u. seem aa®w.� 9/zz/+� cnr comme� ��' _irQ_ Phone (959 (9379150 7699MagramDr11e °- OP5 Adelaide LLC Fan (9521937-5692 rd -Prairie. MN 55344 _. r_._---_....._V- TdlFm (699)937-5150 weriwaedp3 Jolm Header 1660 i iighway 100 South, Suite 400 Wmwood Pro/erh-15eMM Im Dtl 07/14/17 id®r xs 433.56 .. ._ vema n=.t�ygia.� St. Lame Park, MN 55416 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE INVERT ® 10' OUTSIDE R.O.W. WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. SEE CITY DETAIL HU -SS -2. MAINTAIN 10 FT SEPARATION BETWEEN WATERMAIN AND SANITARY SEWER. 0 WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FT. © WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED SANITARY SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM SANITARY PIPE OF 1.5 FT. SEE CITY DETAIL HU -W-5. SANITARY ANRY SEWER SERVICE STUBS TYPICALLY 3' DOWNSTREAM OF WATER SERVICE CURB STOP SANITARY SEWER AND WATER SERVICES SHALL EXTEND 10' BEYOND THE R/W UNE SANITARY SEWER SERVICES SHALL BE SCHEDULE 40 GLUE TOGETHER PIPE CORPORATION STOP SHALL BE THREADED INTO THE WATERMANIN (NO SADDLES) 1" COPPER WATER SERVICE SHALL BE TYPE K ALL WATERMAIN INCLUDING HYDRANT LEADS SHALL BE DUCTILE IRON ALL WATERMAIN AND APPURTENANCES SHALL BE POLY WRAPPED STUB WATERMAIN PLUGS SHALL BE EQUIPPED WITH AN AIR BLEED SYSTEM. SEE CITY DETAIL HU -W-5 THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED DATUM IN US SURVEY FEET. Adelaide Landing I NGVD=NATIONAL GEODETIC VERTICAL DATUM 0' 50' 100' 150' -009463UTF03.ewgl DA. 07/14/17 sneee 5 OF 23 Sanitary Sewer and Watermain Construction Plan 02017 Westwood Professional Services, Inc. FLAY ROAD NORTH 147- 8" DIP CL 52 W.M. 240'- 8" DIP CL 52 W.M. w/POLYWRAP - 7.5' MIN. COVER I w POLYWRAP - 7.5' MIN. COVER 26'- :8" DIP CL 52 PROPOSED CA GRADE (TYP.) W.M, .w/PQLYWRAP .. PROPOSED CA SUBGRADE (TYP:) EXTRA DEPTH 18" MIN: SEPARATION PER CITY DETAIL HU -W-5 8' I CONTRACTOR TO- REMOVE -&-REPLACE (IN-KIND) ISTING.BOAQ_FQR_W MAIN INS SLL TION. ALL EXISTING BITUMINO S & CONCRETE TO BE SAW C CONTRAC OR RESPONSIBLE FOR TRAFFIC CONTROL, TRAFFIC DETOURS & RESIDEN NOTIFICA S.—ROADF CLGSUIRE- SHALL -E Et LIMITED T NON -PEAK TRAFFIC TIMES BE COMP TED IN ONE DAY. NOTIFY CI11 I INSPECTO PRIOR TO CLOSURE. REMOVE 45' OF EXISTING 0 WATERMAIN, REMOVE s EXISTING BENDS AND PLUG. _ G. V........ .. . FUTURE ROUNDABOUT (BY OTHERS) Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE EiD INVERT ® 10' OUTSIDE R.O.W. WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. SEE CITY DETAIL HU—SS-2. MAINTAIN 10 FT SEPARATION BETWEEN WATERMAIN AND SANITARY SEWER. 0 WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FT. ® WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED SANITARY SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM SANITARY PIPE OF 1.5 FT. SEE CITY DETAIL HU—W-5. SANITARY SEWER SERVICE STUBS TYPICALLY 3' DOWNSTREAM OF WATER SERVICE CURB STOP SANITARY SEWER AND WATER SERVICES SHALL EXTEND 10' BEYOND THE R/W LINE SANITARY SEWER SERVICES SHALL BE SCHEDULE 40 GLUE TOGETHER PIPE CORPORATION STOP SHALL BE THREADED INTO THE WATERMANIN (NO SADDLES) 1" COPPER WATER SERVICE SHALL BE TYPE K ALL WATERMAIN INCLUDING HYDRANT LEADS SHALL BE DUCTILE IRON ALL WAT'ERMAIN AND APPURTENANCES SHALL BE POLY WRAPPED STUB WATERMAIN PLUGS SHALL BE EQUIPPED WITH AN AIR BLEED SYSTEM. SEE CITY DETAIL HU—W-6 THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM 0' 50' 100' 150, D.L. 07/14/17 stet 6 OF 23 Sanitary Sewer and Watermain Construction Plan 915 915 T 14 13 12 11 10 9 Adelaide Westwood tltreC ro�Ym W tlW I am • �r 9tmse, PBOP�WONAI. 'i-I---'�"�""-� ""�`� �' 9NG94®f aa9r: >.� e, Siaee 9mmor.. ANY cwemr„r, � - °...__.. °'' OP5 Adelaide LLC Landing Panna (952193]-5,50 1899Ma9ramDrive Fav (952(93]-5822 Eden Prairie, MN 55344 WFree (999)932-5,50 wmtwoodP� John Bender ----- D_ E" 1660 Highway 100 South, Suite 400 we,rweod Professi0ru( ServiOe,, 1- De. r_xa 43M- - II.®d �.r.a edges - - -- St Louis Perk, L,nd 55416 Hugo, arIIv NGVD=NATIONAL GEODETIC VERTICAL DATUM 0' 50' 100' 150, D.L. 07/14/17 stet 6 OF 23 Sanitary Sewer and Watermain Construction Plan ®2017 Westwood Professional Services, Inc. LIMITS OF PHASE 1 \� \•\ STREET & UTILITY CONSTRUCTION (TYP) Q / vv F1, � 212" DIP PLU •� '� B" DIP PLUG r t _ / \ .8 REDUCER REDUCERp j \ BEND C 12"-11 1/4 V \ w/AUX VALVF,' BEND -6" DIP f r 12"-22 1/2' BEND 12 11 1f,4� 12"x8" TEE 72"x6" TEE BEN'S a' BEND 6RMD EL=936.80 v ' � � _�BENO �i MH 1' 60 MH -25 ..... I ... r /// ?p �9 SERVI l '' Qp. '� p 3S• Qp 1 1" COPPI 96, 9w/CURB: \ 10 4�SF 4B I 7 \ \ 4, MH�-23 �I } 1 2 \ / FONDANT TRAIL NORTH 290'- 12" DIP CL 52 W.M. w/POLYWRAP - 7.5' MIN. COVER 250'- 12" DIP CL 52 W.M. w/POLYWRAP�- 7.51 MIN. COVER 60'- �8" DIP CL 52 W.M. w/POLYWRAP .PROPOSED C/L GRADE (TYP.) 50'- 12" DIP CL 52 20'- 12". DIP CL 52' PROPOSED C/L SUBGRADE (TYP.) - W.M. w/POLYWRAP W.M. w/FOLYWRAP ....... ....... .................. .. EXTRA DEPTH. ..... .. .. ..... .. EXTRA DEPTH....... _... . 18" MIN. .. ...__.. 18" MIN 24" RCP SEPARATION ��SEP4RA�( PER CITY DETAIL .. .. .. .. ... ..0. HU -W-5 ... ... Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE INVERT ® 10' OUTSIDE R.O.W. WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. SEE CITY DETAIL HU -SS -2. MAINTAIN 10 FT SEPARATION BETWEEN WATERMAIN -AND SANITARY SEWER. ® WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FT. O WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED SANITARY SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM SANITARY PIPE OF 1.5 FT. SEE CITY DETAIL HU -W-5. SANITARY SEWER SERVICE STUBS TYPICALLY 3' DOWNSTREAM OF WATER SERVICE CURB STOP SANITARY SEWER AND WATER SERVICES SHALL EXTEND 10' BEYOND THE R/W LINE SANITARY SEWER SERVICES SHALL BE SCHEDULE 40 GLUE TOGETHER PIPE CORPORATION STOP SHALL BE THREADED INTO THE WATERMANIN (NO SADDLES) 1" COPPER WATER SERVICE SHALL BE TYPE K ALL WATERMAIN INCLUDING HYDRANT LEADS SHALL BE DUCTILE IRON ALL WATERMAIN AND APPURTENANCES SHALL BE POLY WRAPPED STUB WATERMAIN PLUGS SHALL BE EQUIPPED WITH AN AIR BLEED SYSTEM. SEE CITY DETAIL HU -W-6 THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED DATUM IN US 9.45 SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM to tood 1 ic"br m Llr 6u 1h4 PI w PRPe�6 6r mO a wdc mr i.Ad9oc 7� Prepared far. . .� x®a ra4v ph.. (952(93]-5156 7699Ann--nae - -- OP5 Adelaide LLC Fat (952(93r-5622 edm Praire, MN 55306 U_ ra- (999)937-s150 v1--dp- John 1lmder ..-- ----. - - - 1660 Highway 100 South, Suite 400 M2 r1 wProleW_1Sewi Ix D6(e 07/14/17 Lj_NP. 43358 p°.®a.� St. Loma Park, MN 55416 I__ 0' 50' 100' 150' 0008463UTF05.dw9 Adelaide Date 0714"' sheet 7 OF 23 Sanitary Sewer Landing and Watermain Construction Hup, MN Plan 38' - 8" PVC SDR 35 ® 0.60% 45' - 8" PVCiy w SDR 35 ® 0.40 16 N MH -31 .............. S. ....... .. .... o ER :. `� ... ..:. .. . S7, ._ .8"._PVC. . RE. P. 938:97.....:. IE (SW) = 926.92 ... . 92.5 .......` -- ....--. ...... "* ,.� iO N .. SDR 35 ® 0.4016 D=12.1 STUB 3 IE (SE) = 923.16 131' - 8 PVC MH -26 SDR.35 ®0.40$ 105 - 8" PVC S9 - 8 PVC - - \,20' -8"DIP CL 52 ® 0.60% - - -- RE =:.940-70.... -25 SDR ®0.40% SCR. 35.1 107'. - PVC, MH 920 - IE (N W) = 922.98 ' - RE .. .0.40%. .... .. . , .8". ...DR 'RE '= 938.22 MH -23 SCR 35 ® 0.40$ IE (NW) = 6 MH -24 -22 RE -21 .:... . = 938.56 IE (NE) = 922.98 IE SW - 922.98- RE = 936.32 2.26 RE = 936.35 RE = 937921 - IE (E) = 922.26 IE {W) = 921.84 IE (W) = 921.50 IE NE 926.57 ( ) + D-76.0 IE E-'921.74 IE (E) =921.40 IE (W),= 921.13.:. IE (SW) = 920.60 ' IE (SE) =,922.88 IE: () - 921.03: D=14.9 IE (SE) = 920:50 D=17:8 D=74.6 D_=16.3 - D=18.1 j 915 62 61 60 59 58 57 56 55 54� to tood 1 ic"br m Llr 6u 1h4 PI w PRPe�6 6r mO a wdc mr i.Ad9oc 7� Prepared far. . .� x®a ra4v ph.. (952(93]-5156 7699Ann--nae - -- OP5 Adelaide LLC Fat (952(93r-5622 edm Praire, MN 55306 U_ ra- (999)937-s150 v1--dp- John 1lmder ..-- ----. - - - 1660 Highway 100 South, Suite 400 M2 r1 wProleW_1Sewi Ix D6(e 07/14/17 Lj_NP. 43358 p°.®a.� St. Loma Park, MN 55416 I__ 0' 50' 100' 150' 0008463UTF05.dw9 Adelaide Date 0714"' sheet 7 OF 23 Sanitary Sewer Landing and Watermain Construction Hup, MN Plan 2017 Wes lwavd fra Fessivaal Szrruea;'•inc- 2 � 8 zF/ �~ pP 14 \ •\ , /.S1 N fR WYE= 2+68 WYE= 2+16 WYE= 1+31 WYE= 0+47 I rn w o =HYD w/AUX VALVE 10.0' RISER 10.5' RISER 11.5' RISER 12.5' RISER � 3 '^ 7 -6" DIP ;£ 4 - 5 6 7 8"x6" TEE i I ..... .... GRND EL=941.65 - 'Pis,xd's 8"-22 1/2° " I MH -15 HYD w/AUX VALVE....._-... .... EP KENO HYD w/AUX VAL+`_"-45o MH -16 . 8 13'-6" DIP it \, 8"-122 1/2° 9'-6" DIP BEND - 8"x6" TEE / 2-.8"-11 1/4° 8"x6" TEE ,a _ GRND EL=942.92 GRND EL 941 39 MH 17 „/, o MH -20 T . _fAH-P18 BE i, ..., 8"-22 1/2 & 7 _ - c 11 1/4° BEND 0'A OUTLOT l ` 'SFS' 4 937,5 T 9� �O l +r SR .. _....... _. _. _. ----- . 8"-22 1/2° & - y f 11 /4° BEND 1 MH 19 :4" PVC SANITARY 8"-45° & - i0 X COPPER SERVICE: :SERVICE (TYP.) 11 1/4° /CURB STOP (TYP. -- BEND 5 67 8 9 y°�sF9 9318 931. - 7 931.5 9.5' R SER7 I WYE= 2+64 WYE= 1+90 WYE= 1+05 WYE= 0+17 f 10.0' RISER 11.0' RISER 12.0' RISER 13.0' RISER 130M -LAME- ORT -H - 1111'- 8" DIP CL 52 W.M. w/POLYWRAP - 7.5' MIN. COVER ..-. ..... .-..... .. ..... PROPOSED CA GRADE (TYP.) .� PROPOSED CA SUBGRADE:(TYP.) 1E MH -14 RE =:941.30 IE (S) = 914.13 IE (W) = 914.13- 1E (E) = 914.03 D=27.3 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE E� INVERT ® 10' OUTSIDE R.O.W. WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. SEE CITY DETAIL HU -SS -2. MAINTAIN 10 FT SEPARATION BETWEEN WATERMAIN AND SANITARY SEWER. WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FT. © WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED SANITARY SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM SANITARY PIPE OF 1.5 FT. SEE CITY DETAIL HU -W-5. NOTE: SEWER SERVICE STUBS TYPICALLY 3' DOWNSTREAM OF WATER SERVICE CURB STOP SANITARY SEWER AND WATER SERVICES SHALL EXTEND 10' BEYOND THE R/W LINE SANITARY SEWER SERVICES SHALL BE SCHEDULE 40 GLUE TOGETHER PIPE CORPORATION STOP SHALL BE THREADED INTO THE WATERMANIN (NO SADDLES) 1" COPPER WATER SERVICE SHALL BE TYPE K ALL WATERMAIN INCLUDING .HYDRANT LEADS SHALL BE DUCTILE IRON ALL WATERMAIN AND APPURTENANCES SHALL BE POLY WRAPPED STUB WATERMAIN PLUGS SHALL BE EQUIPPED WITH AN AIR BLEED SYSTEM. SEE CITY DETAIL HU -W-6 945 THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM 0' 50' 100' 150' 905 Adelaide Landing NIN Daze 07114M shy 8 OF 23 1 Sanitary Sewer and Watermain Construction Plan N w 920 6 O _ KK K a O n CK-� 'a' .N O.C. N N y O C K in :O w F N N N KOf DROP MH -11 249' - 8" PVC SDR 26 ® 0.40% .OJ. _ � .. N a in ^o ma RE = 938.58 IE (NE) = 926.57 100' -:8" PVC 100'.-8 PVC SDR 26 ®0.40% "i a :N IE (SW) = 920.60 MH -20 SDR 26 00.40% MH -18 275 - 8PVC SDR 26 57-040% ^ 915 IE (SE) = 920.50 D=18.1- RE = 941.51 IE (NW) = 919.50 MH -19 RE = 940.91 RE = 940.61 . - IE (W) = 918.50 49 ' - e"-PVC49' - 8" PVC SDR 26 ® 0.40%SZ$8' - PVC ®0.40% -. 919.40 IE -( SE) SE - - IE (NW) ) ._ . 919.00 ..... fE (E) �_ -918:40 ... .. ..... .DR .26 -8" g D=22.1 IE (E) = 918.90 : - D=22.2 - D=22.0 MH -17 - RE = 942.26 MH -16 IE (W) = 917.30 RE = 942.56 MH -15 910 IE (NE) = 917:20 IE (SW) = 917.00 RE = 942.85 IE. (SW) = 916.70 D=25:1 - IE (NE) = 916.90 : IE (N) = 916.60 0=25.7 - D=26.3 905 0 1 2 3 4 5 6 7 8 9 10 r my mnh w e. pm « P.�m y er Q u� er8a�. prepared for `1 f7�y� dmeCW® ad gut 1 ®� doh' ]I®rd PA.OP9590NAL oom ... a a •.. a 9r22n7 °17 9wnmmb ?SiH OP5 Adelaide LLC P9ona (952193]-5159 I- 9 37-5 922 Eden P -e, - 55306�3xw6 Sm (9521 Ta(8881937.5150 westwoadpscvn John Bmdm - - 1660 Highway 100 South, Suite 900 Wfthd Profeffia9615n~m 90 Du 07/14M umr Na 43356 Yem9d_u!wtia_; l`d.ee 9L Louie Perk, PAIN 55416 1E MH -14 RE =:941.30 IE (S) = 914.13 IE (W) = 914.13- 1E (E) = 914.03 D=27.3 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE E� INVERT ® 10' OUTSIDE R.O.W. WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. SEE CITY DETAIL HU -SS -2. MAINTAIN 10 FT SEPARATION BETWEEN WATERMAIN AND SANITARY SEWER. WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FT. © WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED SANITARY SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM SANITARY PIPE OF 1.5 FT. SEE CITY DETAIL HU -W-5. NOTE: SEWER SERVICE STUBS TYPICALLY 3' DOWNSTREAM OF WATER SERVICE CURB STOP SANITARY SEWER AND WATER SERVICES SHALL EXTEND 10' BEYOND THE R/W LINE SANITARY SEWER SERVICES SHALL BE SCHEDULE 40 GLUE TOGETHER PIPE CORPORATION STOP SHALL BE THREADED INTO THE WATERMANIN (NO SADDLES) 1" COPPER WATER SERVICE SHALL BE TYPE K ALL WATERMAIN INCLUDING .HYDRANT LEADS SHALL BE DUCTILE IRON ALL WATERMAIN AND APPURTENANCES SHALL BE POLY WRAPPED STUB WATERMAIN PLUGS SHALL BE EQUIPPED WITH AN AIR BLEED SYSTEM. SEE CITY DETAIL HU -W-6 945 THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM 0' 50' 100' 150' 905 Adelaide Landing NIN Daze 07114M shy 8 OF 23 1 Sanitary Sewer and Watermain Construction Plan ®2017 Westwood Professional Services, Inc. Westwood —. (952)9373150 7699A .q.mDr . Fat (952) 9375322 Eden Prabie, MN 55344 T-' a (fi6B)93T5150 wenw-dp— Weammod Profedmul SeWO Inc 931.5 WYE= 2+81 16.0' RISER 13 y 4" PVC SANITARY, 931.9 SERVICE (TYP.) `. WYE=1+85 931.9 `., �I 17.0' RISER 14 15 18.0' RISER -, 131ST STREET NORTH 2 540'- 12" DIP, CL 52 W.M.;w/POLYWRAP - 7.5' MIN.: COVER - PROPOSED CAGRADE (TYP_.) 30'- 12" DIP CLAP .. .. .. .... .... // W.M: w/POLYWRAP _ 94S / PROPOSED CA SUBGRADE (TYPJ EXTRA DEPTH /J :25'- 12" DIP CL 52 - W.M. w/POLYWRAP 940 935 o N N N K �: 54' -'8" PVC K SDR 26-® 0.40%o in 16 W '4. STUB -2 MH -14 IE (E) = 914.35 RE = 941.30 IE (S) = 914.13 IE -(W)914:13 IE (E) = 914.03 D=27.3 6 7 iaeb, —'y — — elm .. peeve, y m< a m!s my dhvR .op— and d.„ 3 ®. mdy Damrd PSOPB�NAL aYGnl� —a. du Inn d d. 5— d lfleumn 9/22/1] atY Commmte John Bender - — -- oe� 07/14M Lf— Na 43358 -- 342'- — 8" PVC SDR 26 0 0.40$ 8 9 10 18". MIN....... .. ....._ SEPARATION PER CITY DETAIL HU -W-5 925 920 W W 0_ STUB -5 IE (W)- 915 ..:o ............. 913.50 ad-_ - ......... 139' - 8" PVC 44' - 8" PVC SDR 26 ®0.40% MH -13 : SDR 26 ® 0.40$ RE = 942.05 - MH -35 IE (E) = ,912.66...... .RE = .941.28... 910 IE (W) =;912.66 IE (W) = 913.22 IE (S) =:912.56 IE (E) = 913.32 D=29.5 D=28.1 905 11 12 13 + _..._..._ Pn mea for. °fw OP5 Adelaide LLC 37nwa sre 1660 Highway 100 South, Suite 400 R—d on.des yid.le SL Louis Park, W 55416 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Tall Free 1-800-252-1166 GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE INVERT 0 10' OUTSIDE R.O.W. WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. SEE CITY DETAIL HU—SS-2. MAINTAIN 10 FT SEPARATION BETWEEN WATERMAIN AND SANITARY SEWER. WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FT. © WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED SANITARY SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM SANITARY PIPE OF 1.5 FT. SEE CITY DETAIL HU—W-5. NOTE: NI SANITARY SEWER SERVICE STUBS TYPICALLY 3' DOWNSTREAM OF WATER SERVICE CURB STOP SANITARY SEWER AND WATER SERVICES SHALL EXTEND 10' BEYOND THE R/W LINE SANITARY SEWER SERVICES SHALL BE SCHEDULE 40 GLUE TOGETHER PIPE CORPORATION STOP SHALL BE THREADED INTO THE WATERMANIN (NO SADDLES) 1" COPPER WATER SERVICE SHALL BE TYPE K ALL WATERMAIN INCLUDING HYDRANT LEADS SHALL BE DUCTILE IRON ALL WATERMAIN AND APPURTENANCES SHALL BE POLY WRAPPED STUB WATERMAIN PLUGS SHALL BE EQUIPPED WITH AN AIR BLEED SYSTEM. SEE CITY DETAIL HU—W-6 THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM I 0' 50' 100' 150' 0008453UTF07.dw< Adelaide Dare 071141' sft 9 OF 23 Sanitary Sewer Landing and watermain Construction Hugo, MN Plan m2017 Westwood Professional Services, Inc. LIMITS OF PHASE 1 STREET & UTILITY CONSTRUCTION (TYP) 1 ..-....... 1 93p7 ~O \ 0+81 4 1130, �•,'•,\'•. N HYD w/AUX VALVE _ 8'-6" DIP` 8"x6" REDUCER GRND EL=941.14 ° WYE=0+38 WYE 0+91 17.0' RISER .• 1 RISER . 17.0' - 8" jD _ \ 8"_� 11/ �',-._ END B .. ` r BEND 8" G.V. _.. ..... ;... i�_ ._-A-� :1" COPPER SERVICE '-- MH-13 w,/CURB STOP (TYP.)' _~ A. A, 931.5 WYE=0+36j // 18.0' RISER I 'I 131ST COURT NORTH 330'- 8" DIP CL 52 W.M. w/POLYWRAP - 7.5' MIN. COVER 26' 8" DIP CL 52 30' 8" DIP CL 52 W.M. w/POLYWRAP W.M. w/POLYWRAP ...... ...... ' *EXTRA DEPTH, 0 1 23 4 5 6 CONTRACTOR TO REMOVE & REPLACE (IN-KIND) EXISTING ROAD FOR SANITARY SEWER INSTALLATION. ALL EXISTING BITUMINOUS & CONCRETE TO BE SAW CUT. PATCHING AREA SHOWN IS APPROXIMATE. CONTRACTOR TO DETERMINE WIDTH NECESSARY. CONTRACTOR RESPONSIBLE FOR TRAFFIC CONTROL, TRAFFIC DETOURS, RESIDENT NOTIFICATIONS. ROAD CLOSURE SHALL BE LIMITED TO NON -PEAK TRAFFIC TIMES & BE COMPLETED IN ONE DAY. NOTIFY CITY INSPECTOR PRIOR TO CLOSURE. CORE DRILL AND CONNECT 8" SANITARY SEWER TO EXISTING MH 905 ! MH -11 RE = 941.08 _160' IE (N) = 911.18 IE (S) = 911.08 D=30.0 ii ii ii EK. 'MH -2' ' - ' RE - 929.00 IE (N) - 909.26- EX. IE = 909.16 au.rt ..�.I.® ma eee � ®. ed, 9®re wore�mvv. a.wae•• ., _ . as or W9GINBPII u"en tiv Inn d We SM d �n"4 9/22/17 dLY twnmenia o�".. (952J99T-91W T•99a.a9�no�.e �- --- OP5 Adelaide LLC Taws(952) 93]4922 ee." v..in:, MN %944 �"a - en 1000 High100 South, Suite 400 (9 9 81 9 3 761 30 wntwoodq.mm Jah6 BeodQ �"6"may W09w-d rr•f.W-1 SerA. v IM. uWe 07/14/17 Lj_ Ne 43358 Y•md De•d•• udane SL Louis Perk, MN 55416 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: XXX.X DENOTES SANITARY SEWER SERVICE E� INVERT ® 10' OUTSIDE R.O.W. WYE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H. FLAG HYDRANTS. EXTEND RODS ON VALVES DEEPER THAN 7.5' FROM FINISHED GRADE. ALL DROP MANHOLES TO BE CONSTRUCTED USING OUTSIDE DROPS. SEE CITY DETAIL HU -SS -2. MAINTAIN 10 FT SEPARATION BETWEEN WATERMAIN AND SANITARY SEWER. ® WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED STORM SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FT. © WATER SERVICE TO THIS LOT SHALL BE INSTALLED UNDER PROPOSED SANITARY SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM SANITARY PIPE OF 1.5 FT. SEE CITY DETAIL HU -W-5. NOTE: SANITARY SEWER SERVICE STUBS TYPICALLY 3' DOWNSTREAM OF WATER SERVICE CURB STOP SANITARY SEWER AND WATER SERVICES SHALL EXTEND 10' BEYOND THE R/W LINE SANITARY SEWER SERVICES SHALL BE SCHEDULE 40 GLUE TOGETHER PIPE CORPORATION STOP SHALL BE THREADED INTO THE WATERMANIN (NO SADDLES) 1" COPPER WATER SERVICE SHALL BE TYPE K ALL WATERMAIN INCLUDING HYDRANT LEADS SHALL BE DUCTILE IRON ALL WATERMAIN AND APPURTENANCES SHALL BE POLY WRAPPED STUB WATERMAIN PLUGS SHALL BE EQUIPPED WITH AN AIR BLEED SYSTEM. SEE CITY DETAIL HU -W-5 THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM 0' 50' 100' 1: 0008463UTF08. Adelaide Hate 07114117 sty 10 OF 23 Sanitary Sewer Landing and Watermain Construction Hugo, Inv Plan 960 130TH WAY NORTH 960 - 01 X10 On ,I 0 n Nd) Nn 16 -nifTm MnMM Mn Mn In Mn In In In Mn n. n- In InYtO nn41� In Ch MM M. 955 955 261 5" RCP 22' - 27" RCP CIL 5 ®:0.51% 150. 15" RCP CL 5 a 0.35% /-CL. 3 0 0.28% CB-63 -6�'iO 950- 159' 50 950 -------- CB-77 .... RE. =, 934,59....... ... RE( 91 80m, VC ... RE 27�" RCP CL 3 0:28% RCP CL I IE (SW) 930.59 CBMH-76 15�9- IE (S) 932.40: H.P. ELEV = 941.02 FES-60 E H.P. STA 35+49.59 IE = 928,50 STMH�C.MH_'-61 CBMH-62 PVI STA 35+49.52 RE --933.10 50.00, VC 60.00' VC PVIELEV = 941.42 945 (SW) = 928.56 !jD.q0'+ VC:. ..L.P. ELEV =. 936.31.:. L.P.ELEV = 936.82 A.D; = -3.99% 945 .. ......... E NE - - F- -66.66- V6 H.P., EL'EV* � 936.57: LP. STA = 32-1-00-89 : L.P. STA = 32+98.59 K � 20.03 = 928.56 LP. n F7V - 935.18 H.P. STA = 31+32.26 PM STA = 32+00.89 - PVI STA = 33+28.59 PVC = 35+09,52 LP STA 28+87.32 PVI STA = 31+31.52: PA ELEV 936.23 PM ELEV 937.00 PVT 35+89.52 PVP STA = 28+88.01 PM ELEV = 936.65. A.D. = 1-20% A.D. = 1.40%- ELEV = 940.62 PM ELEV 935.10 A.D. 124% K 41.67 K �2.84 ELEV = 940.62 940 A+D. = .1.24% ... ... ..... Pvc,=.31+75.89- PVC = 32+98.59 940 40.36 -- -- -- -- 2.00 :K PVC = 31+06.5z PVT = 32+25.89 PVT = 33+58.59 PVC = 28+63.01 PVT - 31+56.527 ELEV = 936.38 ELEV = 936.82 P\rr - 29+13.01 ELEV = 936.49 ELEV = 936.38 ELEV:= 937.60 ELEV = 935.25 ELEV = 936.5a -0.60Z 0.60% ELEV = 935.26 0.64% 3 - 21" RCP 935 ...... ....... ......... 'I.CL 0 Q,9X 935 60' - 27" RCP /-CL 3 0 0.25% - - 20T- 21' -RCP 21 RCP 107' - 21" RCP 131 - CL 5 0 0.23% CL 5 00.21% -0.60X �105,- �4- RCp CL 5' 0.35% 1*58- - 24- RCP 930 t, CL 3 0 0.30% EXISTING GROUND (TYP:) .... .... CL 3. 8 0.35% STMH=72 CBMH�74 ......... CBMH-76 930 CSMH-65 CBMH-69: RE 936.14: RE - 937.33 RE 939.46 PROPOSED CA SUBGRADE (TYP.j CBMH-62 RE 935.49: RE 935.71 1E (M) 932.46 IE (N) 931.88 K ;0 ' PVC 2 2 V ELEV 'EXISTING- GROUND (Tl)�r� RE 934.59 CBMH-64 IE (N) = 9,30.48 IE (E) = 930, ]IE (N) = 931:. 0 IE (E) = 931.07 IE (E) 931.32 RE = 934.84 40 PROPOSED C/L GRADE (TYP.) IE (E) = 929.36 IE (E) = 92933 IE (W) - 930 �E (E) = 9M61 LI E (W �E (NE) 1930.46 .20 E (W) = 930.61 = .931.07 IE (W) - 931.32 925 E (SE) 929 01 - (W) = 929.73 - 925 .... . IE ��W .. 929.16., IE .......... IE 26' - 15" RCP 15- RCP 26' - 15" RCP 110' - RCP CL 5 0 0.53% CL 5 0 0.38% KCL 5 00.50% 81' - 15� RCP CIL 5 @ 0.35% CL 5 0 0.35% CBMH-73 920 RE = 935.89 CB-75 920 68 E (S) =: 931;68 STMH-72 .......... .... . .. RE = 935.40 CBMH-67 IE (NW) --' 931.6 RE = 9��.Sd IE (S) 9.31.40 RE = 935.20 CBMH-65 IE (SE) - 932.73 CBMH-74A CBMH-74 01 50' 100, 150, . CBMH- 5 '22' - 15" RCP IE (S) = 930.85 RE _935.52 :CL 5 ®0.36% RE = 937.15 IE (N) = 930.85 1E (S) = 930.57 E (S) - 932.56 915 - - - IE (N) = 930.57 �E (NW) - - 932.56 915 0008463STFOIAng 27 28 29 30 31 32 33 34 35 36 Adelaide Dt. 07/14/V She& 11 OF 23 Street and Prepared for Westwood 9/22/17 aty �,.0 Landing Storm Sewer Ph... 0" Adelaide LLC �:�):337- 180 769SAIlWam H11 K 52) 1: 22 Ed-P-m.,MNS53" SM Construction .a-dp- John Benda} 1660 Highway 100 South, Suite 400 1 W-vW Nofmd-4 SeMm 1� 0M R-d D-ft br/dW St. Louis Park, MN 55416 1 Hugo, MN Plan 02017 Westwood Professional Services, Inc. N\ N, 'N 11.1 1�1 ASE 1 TILITY N. % "N"U, 0", NN, lb SEE SHEET 14 Ak ... ... ..... . ..... ... . .. - 2 4 5 CB -127 END C. & LK CONSTRUCTION 'x N CONC SIDEWALK Pj STA. 44+82 F',\ All N N V4k INN 8 N NN JST d.V. (TYP. 9-79 ADJUST MH CASTING (TYP.) ..... ...... N -,BIAH-126\ 1 7 1-N 38 39 40 1 2 .... ..... ..... ..... ..... . 960 130TH WAY NORTH 960 m-� 0t2 M G rZa npi a 0"! 0 I.M 1 0 .0 .00 raw r�to 10, 0 M M 0 Ci Ci of a; cli-ci n n M n 1) PO �'t 1717 nn nq ne) n n< of Of O+ a1 Ol al alai 0 0 .0 a101 ..a, .01 M:O .01 a, 0`0 M:0 0`0 :m 955 ........... 25' _ 151 RCP .... .. .. ..... 955 CIL 5 00.45% 100.00': VC 50.00' VC 50.00' VC H.P. ELEV = 940.74 950 CB BMH�83 H.P. ELEV 940.07 L.P. ELEV 938.98 H.P. STA = 44+50.68 950 I C H.P. . STA 39+66.17 . . ILP: STA 41+64 11 PIA STA - 44+46.,32 - PVI STA 39+61.52: E (1) -�'i31.71 PM STA 41+65.'91 PVL ELEV = 940.90 PVI ELEV 938.90 A.D. PVI ELEV 940.16 = -1.32%-\ K -- 37� K = 75.66 A.D. = -1'51% A.D. - 1: 33% PVC 43+96.82 PVC 1 4 K = 33.01 1+40.91 PVT 44+9�.82 945 ......... PVC, = 39+36.52 PVT 41 +90.9t 945 PVT = 39+86.52 ELEV - 940.�5+ PROPOSED C/L GRADE (TYP.) ELEV 939.94 ELEV = 939.05 ELEV = 949.60 PM STA 37+21.06 ELEV = 940.01 ELEV = 939.08 PA ELEV 938.Oa PROPOSED LC/LL SUBGRADE (TYP.) 940 _06 61z 940 -0.62X alt 0.90% PVI ELEV 13819 v" "U 7 : _"gq TOP OF 16" GAS LINE EL=930.15 TOP OF 16" GAS LINE 935 935 .. ...... .. FEL=930:50 TOP OF: 16- GAS LINE - - - - - - - - - - RE 9.37.74 -gMH--126 CBMH-78 IE (SW) 933.62 RE = 93838 930 ..RE:= 938.1.5 E (N) IE (N 9311-51 930 IE (SE) = 932.32 IE 932.42 25 - 15" RCP 25' - 15" RCP: :54' - 15" RCP �,-Cl- 5 @:3.47% IE (N) 932,14 :1 CL CL 5® 0.40% 500.35% IE (W) 931.74 CB -1127 RE =:938.38 168' 15. RCP CIL 5 @ 0.857: IE (SE) = 9.34.38 L 925 1 925 CBMff---79 RE = 937.65 CBMH-126 RE = 938.14 CBMH-78 IE (E) 933.40 � E (S) 932,24 IE (S) 932.44 FES -125 E (NE) = §32.24 IE (NW):= 932.44 IE = 931.00 920920 36 ---37-- 38- 3 . 9 4 . 0 41 42 43 44 45 Adelaide --p-,3d Westwood Pi�ep Landing Ph- a-7 9 1:5522::3- 15D 7699 -g --n- OP5 Adelaide LLC -922 E-P.m.,MNs- D- T.� (898"37-510 vmg.-dp- John Bender 1660 Highway 100 South, Siute 400 Wedwood Pm1esg9rM1 sends, Im D�I 07AAM xt.43358 SL Laub Park, MN 554M Hugo, MN Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: • RADIUS TO BE 8618 C. & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB DENOTES GUTTERILINE ELEVATON AT INTERSECTIONS ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED PIPE LENGTHS SHOWN INCLUDE THE FLARED END SECTION LENGTH. THE CITY OF HUGO DOES NOT REQUIRE TRASH GUARDS. CASTING NOTE: CATCH BASIN CASTINGS SHALL BE SUMPED 0.15' BELOW GUTTERLINE, MANHOLE CASTINGS SHALL BE SUMPED 0.05' BELOW PAVEMENT ALL CO. COMH & STMH WITHIN 10' OF HORIZONTAL DISTANCE TO THE WATERMAN SHALL BE CONSTRUCTED WITH POURED INPLACE INVERT & SHALL UTILIZE WATER STOP GROUTING RINGS NOTE: THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED GEODETIC DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM T i 0' 50' 100, 150' 0008463STI`02.dwq nate 07/14/17 sheet: 12 of 23 Street and Storm Sewer Construction Plan C2017 Westwood Professional Services, Inc. N Cl) t \ 960 a r� an �M cV T win --- I ............... K.=.40..75- .. .CB -70A... I.. ... ...... .. ..... .. Adelaide oe2t 07/14/17 6heee 13 OF 23 LIMITS OF PHASE 1 RE = 935.95 Storm Sewer Construction STREET & UTILITY Plan CONSTRUCTION ITYP) C9 U.) — -- -- - � 0 \ 'St1RMOUNTABLE C CRETE- GUTTER {TYPI); I .- SEE 0 •TAIL, SHEET 23 ..... ..... ...... .. : _ r L NM 945 m o o o 0) 90 a + - 0 3 2 N n l M - 1 __....._ __......_ ._................. ......._. rte` f - _._ r _..........._ ..... .............................C-4 -- - ► j a 3 F OD J > PROPOSED C/L GRADE (TYP.) 'D2 a M - FES -71 OU%1.OT F CBMH-7 "- ` 1 -, II II w o -71A _ 940 > > PROPOSED C/L SUBGRADE (TYP.) j ow > ........ .. ..... v C01 - w r' ADJUST MH AOJ<IST G.V. (TYP.)-...... a J CLQ CASTING (TYP.._ o_ - ..... ..... ._...... r ' 0.60% U -)a -D.63% 935 130TH WAY NORTH 31' — 15" RCP- o :0 0 mY NJ� NO <rl an MOD MM MM MM In I,) m-) :o :o NM µN] M.O '.0 - �m '� MM MM r'].M rnm In anm ro r Of0 ca.M �n "n �M �M m rl to Oto .^ N1M rnrn :in M u7.r, t0� Nie Nlp MM MM o+.rn rno1 ... .. .. . . .. . . . . .......... H.P. ELEV = 938.38 .-..........-... 25' - 15" RCP ..... 34'.-;15", RCP H.P. STA = 3+25.52 CL 5 ® 0.48% PVI: STA = 3+26.00 - CL 55_0.35% CI- 5 ®0.36% PVI ELEV = 938.46 `' FES -71- A.D. _ -1.23% - CBMH-70 --- ............... K.=.40..75- .. .CB -70A... I.. ... ...... .. ..... .. Adelaide oe2t 07/14/17 6heee 13 OF 23 .50.00' VC RE = 935.95 Storm Sewer Construction Hugo, ASN Plan IE (E) = 931.95 - 0 � gM L NM 945 m o o o 90 a II 0 M '+ M m II > PROPOSED C/L GRADE (TYP.) M a M m. - n w II II w o u 940 > > PROPOSED C/L SUBGRADE (TYP.) j > w rn w a o_ o_ ' 0.60% -D.63% 935 31' — 15" RCP- :...y ...-__ .-..........�_..—.. -�--- .CL�_5-®.0:48%. .......156'-.15"RCP...:.. 34'.-;15", RCP CL 55_0.35% CI- 5 ®0.36% `' FES -71- - /rT \`�-----���----- IE = 932.50 EXISTING GROUND (TYP. __ -- CH- BM 71A CBMH-70 - -930 .. RE .= .936.93. - . RE .=.935.95... CBMH-73 RE' _' ' IE (S) = 932.35 IE (W) _ _ _ 931.83 -IE _931 (S) - 31.fi8 IE (E) = 932.35 IE (N) = 931.80 IE (NW) _= 931.68 IE (SE) 931-.80 _ 925 920 — 0 1 2 3 4 5 6 7 Wftstvvood MC , _ ma tm I ft hd . P8(@�ONAf. Prnpared for. HiCIN� uvdv W Owe d W SIe6e d YleeeMa 9/22/17 CItY Canmmta �� Qm Phone (952193]-5150 ]699Ana9ram DNve --— - C'tm- Fax (952( 93]-5822 Eden Prairie, MN 55364 - Vn 9Fe Ta Pres (939)93]-515. wenwe9dpcom John ink — _.�.. WwWood Professional Serr InG - 4--d .1I 1Q/Nls Dft __ mn4/17 ,.,om. Na 4� 925 I 920 8 ^10 OF Adelaide LLC 1660 Highway 100 South, Suite 400 SE 101115 Park, AIIV 55416 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Tall Free 1-600-252-1166 GENERAL NOTES: • RADIUS TO BE 8618 C. & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB + DENOTES GUTTERLINE ELEVATION +9a AT INTERSECTIONS ALL RCPSHALLBE CLASS 5, UNLESS OTHERWISE NOTED PIPE LENGTHS SHOWN INCLUDE THE FLARED END SECTION LENGTH. THE CITY OF HUGO DOES NOT REQUIRE TRASH GUARDS. CASTING NOTE: CATCH BASIN CASTINGS SHALL BE SUMPED 0.15' BELOW GUTTERLINE, MANHOLE CASTINGS SHALL BE SUMPED 0.05' BELOW PAVEMENT ALL CB, CBMH & STMH WITHIN 10' OF HORIZONTAL DISTANCE TO THE WATERMAIN SHALL BE CONSTRUCTED WITH POURED INPLACE INVERT & SHALL UTILIZE WATER STOP GROUTING RINGS NOTE: THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED GEODETIC DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM 0' 50' 100' 150' 0008463STF03Awg Adelaide oe2t 07/14/17 6heee 13 OF 23 Street and Landing Storm Sewer Construction Hugo, ASN Plan 02017 Westwood ProfesJ6nal S�. vizE§, Irxc. Call 48 Hours before digging: FES -106 0 + GOPHER STATE ONE CALL / ---- - - - Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 S0 LIMITS OF PHASE 1 - STREET & UTILITY CONSTRUCTION: (.TYP) .; w GENERAL NOTES: % RADIUS TO BE 8618 C. & G. N I w WITH 10' TRANSITION FROM `• STMH-107 ; m z, a� DENOTES GUBTTERUN E ELEVATION wCUR ----- - z. §TREET'AN�BILCURB� 11.,; - - - ,�9 AT INTERSECTIONS CONSTRUCTION FROM - _ _ _ ALL RCP SHALL BE CLASS 5, `,t 3 STA. 10+12 TO STA. 11+13 I UNLESS OTHERWISE NOTED I 2 PIPE LENGTHS SHOWN INCLUDE THE FLARED END SECTION LENGTH. BEGIN- CONCRETE..- � C. & I: FUTURE �TREET LIGHT m �' I CONSTRUCTION AT f : AND ROUNDABOUT THE CITY OF HUGO DOES NOT REQUIRE 0 ' ' STA. 11+13 BY OTHE S C8 84 , - - - TRASH GUARDS. END C. & G. -; V. BITUMINOUS TRAIL (TYP.) CBMH-83 s CASTING NOTE: ••CONC SIDEWALK _ _ I CONSTRUCT PED. ' CONSTRUCTION ,; --- - - `-CB-79 RAMP TYP. CB -.82,- - CATCH BASIN CASTINGS SHALL BE SUMPED '•`. �� AT STA. 13+84 MATCH EX STREET X � - � 0.15' BELOW GUTTERLINE, MANHOLE CASTINGS �'•� _ _ -..- SHALL BE SUMPED 0.05' BELOW PAVEMENT + .,,I - ALL CB, CBMH & STMH WITHIN 10' OF ADJUST G.V73(TYP.) 12 BMHORIZIN j4 - CBMH- 9A & - SHALL OBEACONSTRUCTED NTH L DISTANCE TO E POURED A - _ 'BLe INPLACE INVERT & SHALL UTILIZE WATER STOP GROUTING RINGS tg - y'-CBMH-106 CBMH-7 -j CBMH-78 NOTE: SURMOUNTABLE CONCRETE THE VERTICAL DATUM OF THIS PLAN IS BASED CURB -GUTTER SEE , SHEET 23 DATUM IN US SURVEY FEET. GEODETIC _ DETAIL--( ON THE NGVD 1929 ADJUSTED - - - NGVD=NATIONAL GEODETIC VERTICAL DATUM , co s60 945 FLAY ROAD NORTH 50.00' VC H.P. ELEV= :941.89 0008463STF04.dwq H.P. STA = 14+61.97 Date 07/14/17 sheet 14 OF 23 r_:mr om �� mc1 v:a In Min mn o� ' Ma N Ma N M4 O MQ a�m M�M .,Q MM R M�W M to t0 MM mal mm rn.m mm m.m mm m.m a�.m 50.00' VC H.P. ELEV= :941.89 0008463STF04.dwq H.P. STA = 14+61.97 Date 07/14/17 sheet 14 OF 23 PVI STA = 14+50:00 Landing PVI STA PM ELEV = 942.00 "' PVI ....ELEV 938.6 A.D. _ -2.33% - K = 21.44 50.00' VC - PVC = 14+25.00 PVI STA = 12+18.00 H.P. ELEV = 938.92 PVT = 14+75.00 PVI ELEV 938.00 H.P. STA = 10+73.11 ELEV = 941.57 - - PVI -STA = 10+75.00 ELEV-=:941.855 'PROPOSED CX GRADE (TYP.) 'PVI 'ELEV' _-939.013 . .... ...... ..... IE s.=.932.77. A.D. _ --1.30%- PROPOSED C/L SUBGRADE (TYP.) K = 38.52 --- : PVC = 10+50.00 PVr = 11+00.00 . ELEV = 938.85 n � me] [o 0D o7. 0-93 ,n Co r - MP3 MM M mm mm m .... 28' 15* RCP 955 CL 5: 00.50% CB -82 - RE = 938.1fi CBMH-81 IE .(W).=.933.0...... 950 F 945- r i Westwood '�",�""�'�'"_ -" �°"�m�� P2tpared ia3 MmR .upv.Nm ad !W! I rm . 4� ]lea.ed PNaP998taNA1 DdO10d: I!® Hi(II-]� uvtler Wa Lgla-,nat LEev,m 9/33/17 GtY Commmb Cbdkek_ __ D;1M Phm (952(991-5159 ]899 Pnegrem drive Fee (952(9375822 Ede. P,.M., MN 55344 _ _-_.. _ _ Awa FWB Td F,a (888(9375150 wfttw.Wp- leby 6dl MIeAwced Pre/mfmMl S. 1cM Inc DMe 07/14/17 [.1_ NP. '43 58 R -d D,-i,, FES -108 IE - 934.00 C PROFILE B PROPOSED :GRADE (TYP.) 35' - 15" RCP �I CL 5 ®0.50% .. .159'x.1.5".:RCP.CIL -5'®'0.35%' STMH-107 6BMH-106 RE - 938.60 RE = 940.02 IE (W) = 933.33 IE(S) = 932.77 IE (E)_ .933.33 ' ' IE (f)' _- 93277 OP5 Adelaide LLC 1660 Highway 780 South, Suite 400 SIL Louie Park, MN 04% 945 940 935 I i 930 925 2 3 4 5 ... .ELEV '_'938:82 . .. ... ........ . 1 72� 0008463STF04.dwq Adelaide Date 07/14/17 sheet 14 OF 23 Street and Landing Storm Sewer Construction Hugo, MN CBMH-106: RE = 940.02935 �� "---------- . .... ...... ..... IE s.=.932.77. .1.15'.-.15'.RCP --- i 935 IE (E) = 932.77 _ - EXISTING GROUND:(TYPJ `5� CBMHH _� - �. RE = 93 938.16 - -----�-- ------ - _ 146' 15" RCP- IE (N) = 932.95- 930 �'' _ CBMH-79A CL 5 ® 0.35% IE (E) - 932.95 930 _.�...... .... 25" =' 15" RCP - RE _' 937:99 .... .CBMH-80... ,_ . ........... . 35' - 15" RCP CL 5 ® 0.48% - t IE (E) - 933.87 RE = 937.65 IE (E) = 933.40 CL 5 ® 0.37% IE (N) = 932.37 IE (S):= 932.44 34' - 15" RCP 28' --15" RC -79B - IE(SW) = 932.37 IE (NW) _ 932.44 CL 5 ® 0.35% -CL 5 00.367 925 RE _ -937.99 1�. (W) . .... ......... ._ .9,33.99. ,. .......CBMH=83... .. ............ _925 CBMH-79 CBMH-79A RE = 937.74 C6MH-80 RE = 938.14 IE (SW) =:933.62-CBMH-83A IE (S) = 932.24: IE (N) = 333.62 RE = 937.65 IE (NE) = 932.24 IE (W) = 933.50 920 IE (NE) = 933.50 920 16 15 14 13 12 11 10 Westwood '�",�""�'�'"_ -" �°"�m�� P2tpared ia3 MmR .upv.Nm ad !W! I rm . 4� ]lea.ed PNaP998taNA1 DdO10d: I!® Hi(II-]� uvtler Wa Lgla-,nat LEev,m 9/33/17 GtY Commmb Cbdkek_ __ D;1M Phm (952(991-5159 ]899 Pnegrem drive Fee (952(9375822 Ede. P,.M., MN 55344 _ _-_.. _ _ Awa FWB Td F,a (888(9375150 wfttw.Wp- leby 6dl MIeAwced Pre/mfmMl S. 1cM Inc DMe 07/14/17 [.1_ NP. '43 58 R -d D,-i,, FES -108 IE - 934.00 C PROFILE B PROPOSED :GRADE (TYP.) 35' - 15" RCP �I CL 5 ®0.50% .. .159'x.1.5".:RCP.CIL -5'®'0.35%' STMH-107 6BMH-106 RE - 938.60 RE = 940.02 IE (W) = 933.33 IE(S) = 932.77 IE (E)_ .933.33 ' ' IE (f)' _- 93277 OP5 Adelaide LLC 1660 Highway 780 South, Suite 400 SIL Louie Park, MN 04% 945 940 935 I i 930 925 2 3 4 5 _ I 0' 50' 100' 150' 0008463STF04.dwq Adelaide Date 07/14/17 sheet 14 OF 23 Street and Landing Storm Sewer Construction Hugo, MN Plan C2017 Westwood Profcs5 onul Services, Inc. Call 48 Hours before digging: {] - GOPHER STATE ONE CALL F Twin City Area 651-454-0002 -� . 111 '` `�\ Mn. Toll Free 1-800-252-1166 FES -145 1 ... -930.50 �...� \ ♦ 8 3 C Y CL • 3'RIP RAP - 't;_- 4.2 C.Y.FILTER MATERIAL =TEMP DIVERSION DTCH'\ II 01 `♦ / t SEE DETAIL SHEET 2°r, 931.33 _ END C. & G., `. \•\ .. \♦ t \` o Si ` \ CEI H-23 TEMP 1 \ LIMITS OF PHASE 1 / CONC SIDEWALK / ;.` I GENERAL NOTES: \ STREET & UTILITY ~\ CONSTRUCTION / 1 CONSTRUCTION `(TYP) I''• ���fff��� AT STA. 54+92 / \ CBMH-236 `.. �`` RADIUS TO BE 6618 C. & G. i j 2 ♦, ` WITH 10' TRANSITION FROM 1 8' BITUMINOUS TRAIL (TYP) *� 'c6NCRETE SIDEWALK (TYP.) \♦ ii`' \\ :.� SURMOUNTABLE CURB ♦\ / •6.5' OUTSIDE♦PROPERTY LINE (TYP.) / r/i \\\ \ a� DENOTES GUTTERLINE ELEVATION STMH-146 • �_,;- \� .rte +9 AT INTERSECTIONS ♦ \ - ALL RCP SHALL BE CLASS 5 / 1 8 �(/� \ ♦ UNLESS OTHERWISE NOTED _ f ADJUST �ASTING (TYP.) , / / ♦ °' �. / \ PIPE LENGTHS SHOWN INCLUDE THE FLARED 930.05 > d� / END C. & G., - CONSTRUC r'ED. i� TEMP'.---- / f CONIC SIDEWALK RAMP `TYP END SECTION LENGTH. PJ_ . CONSTRUCTION .`\ .; AT STA. 61+49 I ADJUST G.V. (TYP.) ` \. THE CITY OF HUGO DOES NOT REQUIRE d° o TRASH GUARDS. 41 �i \\�•- . `/BMH-142 CONSTRUCT PED CAS RAMP (TYP)� m� \.. TING NOTE 1\\-•♦ •,ROCK CHECK (TYP.) • - \ .♦ CATCH BASIN CASTINGS SHALL BE SUMPED `� \\,• ry \_ \ 0.15' BELOW GUTTERLINE MANHOLE CASTINGS • // `� Fid - l -1;9 ♦ \ SHALL BE SUMPED 0.05' BELOW PAVEMENT TEMP ` WOOD (FIBER 2 �' "` ` "" ELAN (TYP-) ALL CB, CBMH & STMH WITHIN 10' OF B-141, I HORIZONTAL DISTANCE TO THE WATERMAIN SHALL BE CONSTRUCTED WITH POURED i INPLACE INVERT &SHALL UTILIZE WATER "' •. STOP GROUTING RINGS i Z • i ! 5 f 8 CBMH 37CBMH-138= -- - - �- SURMOUNTABLE CONCRETE - ,i' 3 I n i__.. � I NOTE: CURB & GUTTER (TYP.) 93-50, \\ SEE DETAIL, SHEET 23�\ r'I THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED GEODETIC S,S,j; ,L� TEMP DIVERSION DITCH ^♦\ DATUM IN US SURVEY FEET. 1 9 g '�F m \ ♦FE.T ; SEE DETAIL SHEET 22` \- �s to w ➢• �j 'j• ♦ _ I. NGVD=NATIONAL GEODETIC VERTICAL DATUM \/ 4 x • .s ♦ 931 3, A \ % I w f `J 2 .CBMH 235 ; MP CONIC SIDEWALK \ ,,� \\ - y�► N �:. , CONSTRUCTION '+\ ♦\ I , . .. AT STA. 54+92 • ♦ `. \ j I OCS-147-BMH-236 �k \ r -71 �e ..t '' ` SEE DETAIL, SHEET 22' _ - „ ~ * � -•, , j" J - - .-.i r `5-148 FONDANT TRAIL NORTH 960 960 Iq M OHO rT ca.cD ➢M taN ,a 00 !6 Ma ,n.N <n N,M ,O iO mU] NO V1O Mia 6tn O OM O(V ON mN dON h� u P3 �� a P3 t`� n1n mN ]N nn keV In O p �M �M �M MM MM MM MM MM MM MM m -m MM MM MM MM MM 0Ch - - rnm .m rn rn rnrn rn.rn rnm rnrn rnrn rnrn rnrn m.m mrn rn.a� rnrn rn�rn rnm orm 0' 50 100' 150' 955 955'_ 25' - 18 RCP 10, -18" RCP PROFILE A :CL 5 0 0.32% CL 5 ® 0.30% 945 _ _- 945 50.00'VC H.P.:ELEV = 940.79 50-00'VC 950 H.P. STA = 61+27.62 H.P{ ELEV = 938.37 STUB -3 950 'PVI "STA- "61+13.96 - - 150... .. H.P: STA' = 56+85.00- CBMH-236 .r - (S) "931.33 PROPOSED GRADE (TYP.) - PVI ELEV = 940.90 L.P. ELEV = 00' VC PVI- STA = 57+10.00 CBMH-235 940 _,_ - . , _ .:. 940 A.D. _ -2.60%6 L.P. STA = 58+45.1.3 PVI ELEV =--18 . 2241% RE = 938.93 ' K = 19.26 - - PVI STA = 58+45.00 _ A.D. _ 35.34 IE N PVC = 60+88.96 K = 35.34 () = 931.36 , PVT = 61+38.96 PV1 ELEV = 935.50 PVC = 56+85.00 IE (E) =:931.36 945 A.D. = 4.02% 945 940.40 � � - - � � � � � K - 37.79 - PVT - 57+35.00 � - � PROPOSED C/L GRADE (TYP. ELEV = 940.75 -PVC 5= 37.0.0 ELEV = 938.37 9355 935 PVT = 59+20.00 :ELEV = 937.72 PROPOSED C/L SUBGRADE (TYP...� .. 44' - 24'1 RCP - ELEV = 937.01 940 - ELEV = 937.01 35' - 24" RCP CL 3 ® 0. 8% 940 CL 3 ® -5.77% 297 - 0.:RCP 0.59% ..... ... - ...�. ...... .. CL 3 ®0.18% 2 1O �� : -0.60% 930 .......... _93_0_ _y01% - ... - I 92 - RES=1934.00 RE H 933.80 - 935 - - 935 FES -148 -_ E (SW)5 9.39 EXISTING GROUND TYR) ........ 15" RCP RCP. .. .. ...... yam.- - .... ....... IE W IE:(N ) - 929.47 IE (E) 9300.00 E - OL 5- x-9.35% 1 - 28 93 00 IE:(S) 929.47 925 925 - - -- FIFF'71 CB-141 CL ® 1.99%119' - 15" RCP ------- 930 CBMH-CBMH-138 RE:. -.93.7.81 CL 5 ®0.50%. CMH -236 930 .......... RE = 836:22.... RE = 936.83... .. IE : NE .. .CBMH-942........ .-. RE'm' 938:93 25' - 15" RCP_ IE (E) - 931.85 IE N - ( ) = 933.81 RE = 938.22 - ( ) - 932.07 IE SW IE (M) = 931.44 CL 5 0 0.32%- IE (S) = :931.85 IE (W) 932.07 ( ) = 932.35 IE (SE) = 931.64 920 ' IE (NE) = 932.35 920 I. ' IE (SW) = 931.76 925 _ CB -139..... CBMH-138, 925 RE = 935.65 IE (S) = 932.1 915 1915 0 1 2 3 4 5 6 920 _ 920 62 61 60 59 58 57 56 55 54 6608463STF05.d.' Adelaide Isle 07/141V s>ftt 15 OF 23 {��A� Street and i es ` d ..wr w w. p . .. .F. m q m. _ ma y�r� o do.c nm Prepared for. di•.d •ee=ri+m r mu � ®. dmr n®d eeora�oa,,v. ��� roea m. ,.... d � sm d � 3/zzM nir canm.�v - FNc"e lesx, 33�.s,sa rc33 a„ey.en,aN.e ---- ,w OP5 Adelaide LLC Landing Storm Sewer Fa. (8 N2 "'38?? Eden ireide,NN 55300 to Fina 133e)sv-s,so ,vea,do3 sevxmdp.eom Jo1,a BmdQ - - - - - `- - -- - 1660 Highway 100 South, Suite 400 Construction Vd-ood Rofenioml s 1, uvs 07114/17 _ �.�. �n 43358 Remsd a..ra 4.ra.e� - SL Louis Park, MN 55416 Hugo, MN Plan 02017 Westwood Professional Services, Inc. Call 48 Hours before digging: / // / GOPHER STATE ONE CALL Twin Y 1/�' , f FES -130 - / ` Mr. Toll Free a168004252 1166 8.7 C.Y. CL 3 RIP RAP {{ / \ - 4.4 C.Y. FILTER MATERIAL.` LIMITS OF PHASE`t ,S.TREET & UTILITY CONSTRUCTION (TYP) / GENERAL tIOTES;_ AN_r SURMOUNTABLE CONCRETE ?I / RADIUS TO BE 8618 C. & G. s•I� I CURB & GUTTER (TYP) O F fir. / WITH 10' TRANSITION FROM SEE DETAIL, SHEET 23 / SURMOUNTABLE CURB ", // DENOTES GUTTERLINE ELEVATION AT 8' BITUMINOUS CONSTRUCTPED. RAMP / _ ,� ALL I RCP SHALLLNBE CLASS 5, TRAIL (TYP) UNLESS OTHERWISE NOTED �p• 3 - • PIPE LENGTHS SHOWN INCLUDE THE FLARED END SECTION LENGTH. THE CITY OF HUGO DOES NOT REQUIRE .. :. ... ....._AVI - TRASH GUARDS. 1 / CASTING NOTE: CBMH-134 CBMH-131 as / , y� // CATCH BASIN CASTINGS SHALL BE SUMPED / s OCS-132A 0.15' BELOW GUT'TERLINE, MANHOLE CASTINGS S-136 / / // SHALL BE SUMPED 0.05' BELOW PAVEMENT SEE DETAIL/�HEET 2/ / STMHf132 - /. y-^«; 1 ' ! ALL CB, CBMH & STMH WITHIN 10' OF y'f' s'- HORIZONTAL DISTANCE TO THE WATERMAIN ti '"•� / ;s'' � / � � �, SHALL BE CONSTRUCTED WITH POURED , INPLACE INVERT & SHALL UTILIZE WATER STOP GROUTING RINGS IN`\-� 1 THE VERTICAL DATUM OF THIS PLAN IS BASED Q` a� ON NGVD 1929 ADJUSTED GEODETIC FES -133 DATUMUM IN US SURVEY FEET. • -5 - ,a / r 1 NGVD=NATIONAL GEODETIC VERTICAL DATUM 4 0' 47 z _ FOXHILL AVENUE NORTH 960 _ _- 960 'N O 'N O 00 a'u1 r�0 A n0 a'O NO N(O C40, NN MjD MN 4:6 Old co ' MM M!•1 MM MM MM MM. Me•1 M. rn rn m m rn m rn:rn rn m o+:at m W m. 955 955 28' - 152 4RCP7% 25' -"15" RCP PROFILE C ' - CL 5 ®24796 CL 5 ®0.36% CB -135 FES -136 RE = 934.28 - 940 _ 940 950 IE" 931.50. JE .(.W): 930,78. 95 L.P.TA _ 934.93' .P. STA =:3+24.80 PROPOSED GRADE (TYP.) -- PVI STA = 3+05.00 .,CBMH-134 PVI ELEV = 934,56 TOP OF 16'. GAS LINE w A.D. = 3.279 EL=931.67 45' -: 24" RCP 945 K = 32.13 945 935 935 CL 3-® 1.709. . m 105.00' VC . . . . . - TOP OF 16":GAS UNE 162' - 30" R vCL.3 ® 0.259 - a > TOP OF 16" GAS LINE C. n 930 r~i) w vi '� - 930 ...... EL=930.00 940 'n M N" .M _ PROPOSED _ C/L GRADE (TYP:) _ 94O CBMH-131 n" O" II FES -130 a a II � � PROPOSED C/L SU (TYP.) 5T' - 24" RCP - RE 934.92 II I� O > CL 3 ® -0.81 IE (SW) = 930.24 IE = 929.84 t>,r > i IE (N) = 930.33 _2.25'/' - � / 925 A- OCS-132A IE (E) = 930.24 .... 925 - 935 toz9. ' - - .... 935 FES -133..... . _- IE _. 924.00 - - - J - STMH-132 RE = 934.50 - - _ 83' - 24" RCP IE (SW) = 924.67 PVI STA - 1+12.00 CL 3 ® -0.2 59 IE = 934.09 `- :PVI ELEV 938.90 - - E (NE) 924.21 IE (NE) = 931.00 920 .... .. .. .. ... �E (W) IE .............. ... .. Q - 20 930 CBMH-137 ..... iso' - ia" .RCP 930 RE = 936.22 Cl, 5 4 6.709 EXISTING GROUND (TYP.) IE (E)= 931.85 61` - 21" RCP IE (S) = 931.85 - CL 5 00.26% CBMH-134:r RE = 934.28 CBMH-131 --_ IE (W) - 930.80 RE 934.92 915 _ 915 925 .. .. .... .. .. IE -(E)-_ -930.69. .IE. (SW) .=..930.24 925 0 1 2 3 4 5 IE (S) = 930.49 IE (N) = 930.33 IE (N) 930.80 IE (E) = 930.24 920 920 0' 50' 100' 150' 5 4 3 2 1 0008463STF06.dw' Adelaide Date 07/14/17 Sheet 16 of 23 Westwood `� , �` �" �,..�" " �` = N z stmt and an.e� .m Nut m . aery u®.a P9D�DN.LL Qe•)d®` _ ��,�,,, ed for. • �.�. 3ae.•N. 9/22h� nLanding storm Sewer -. 952)931-5150 r699Anegra I— qw-Oulu' Adelaide LLC Fee (852)937-5322 EEee RWN,MNW5 D- we Tart« (883)937-S- watweodp- i0ha Bender "- 1W Highway 100 South, Suite 400 CUIi$tI'uCt1UII W..neood Prore.W-1 S-Ao I- D.aa 07/14/17 �� Na 433,56 - b./d.t• St Louie Park, MN 55416 Hugo, MN Plan 02017 Wostwood Professional Services, Inc. J • ACCESS ROAD (TYP) )" / J CONSTRUCT PED. RAMP (TYP.) t v� 2 4� U.n UU IbIUt YKUYtK 17 LINt (17Y.1 2 f 11 ED- �, 10 z avn / .� � � � . "�� �' a.- kir• 12 PROPOSED GRADE-(TYP.)- 25' - 15" RCP CL 5 0 0.48% N ISN 0'11[ -m (Da +ish A. -tam ION i[lN i -N na n"a rIa na na -.e mm mm -rnrn mm rnrn +. 40.00' VC H.P. ELEV = 942.91 H.P.. STA. _. 9+36.40 PVI STA = 9+37.00 PN ELEV = 942.97 A.D. _ -1.24% K = 32.33 PROPOSED:C/L GRADE (TYP.) PVC = 9+17.00 ...... I .................. P.V.r. _. 9+57.00 PROPOSED CIL SUBGRADE (TYPJ� ELEV = 942.85 ELEV = 942.84 '•W mN vN �r na rram ma •.zN a"�j sCI - -rr �:r civ ,rvi rm �+.m 142 58 - 15' RCP 35' - 15" RCP H.P. ELEV = 941.91__ H.P. STA = 203,46 --;f - �- -� -_� �- CL 5 ® 0.41% 15" ..... - - CB -153: RCp CL 5 82' - 15" RCP CBMH-223 CBMH-224 RE = 940.58 CBM -152 ®3389 CL 5 ®-0.349. 50.00' VC IE (SE):= 936.05 RE = 939:97 PVI STA = 11+93.13 .... L.P.'ELEV 940.58 PVI ELEV = : 941.34�-� IE (S) = 935.10 L.P. STA = 5+25.00 IE (N) = 935.10 PVI STA = 5+25.00 STMH-151. : FES -150 PN ELEV = 940.50 RE = 932.84 IE = 930.00 : A.D. = 1.20% IE (W) = 930.28 K = 41.67 _ L IE(N)=930.28 PVC, = 5+00'DO - PVT = 5+50;00 PVI STA = 1+00.00 ELEV = 940.65 PVI ELEV = 938.63 A -0.60% ELEV = 940.65 2.p0% --- N ISN 0'11[ -m (Da +ish A. -tam ION i[lN i -N na n"a rIa na na -.e mm mm -rnrn mm rnrn +. 40.00' VC H.P. ELEV = 942.91 H.P.. STA. _. 9+36.40 PVI STA = 9+37.00 PN ELEV = 942.97 A.D. _ -1.24% K = 32.33 PROPOSED:C/L GRADE (TYP.) PVC = 9+17.00 ...... I .................. P.V.r. _. 9+57.00 PROPOSED CIL SUBGRADE (TYPJ� ELEV = 942.85 ELEV = 942.84 '•W mN vN �r na rram ma •.zN a"�j sCI - -rr �:r civ ,rvi rm �+.m ...... ... .. 58 - 15' RCP 35' - 15" RCP H.P. ELEV = 941.91__ H.P. STA = 203,46 --;f - �- -� -_� �- CL 5 ® 0.41% - CL. 5.®.0.48%:. ..... - - - _ - 40.96 CBMH-225 CBMH-223 CBMH-224 RE = 940.58 RE - 9:40.95 IE (SW) = 936.46 1E .(.W). =. 936.05..... .936.46..... . IE (N)-936.46 IE (SE):= 936.05 PVC 2+45.00 - - - - - - - - - - ----------- PVI STA = 11+93.13 PVI ELEV = : 941.34�-� .-.-.--. ...... ... .. .. .. ............... H.P. ELEV = 941.91__ H.P. STA = 203,46 --;f - �- -� -_� �- -- EXISTING GROUND (TYP.) - -- CBMH 224 _ - PVI -A-= 2+70.00 - - _ - 40.96 PVI ELEV =: 942:03 f ' A.D..=:-2.6.0%-/. CB -153 RE = 939.97 - _ -_ - - - - - - - -- _ _ ' - -- - -- -: - l -� -.�.� -IE (NW) = 93RE 6.22 .� ........... K = 19.23 ...IE�S�__s3_5.22-_ - - .... ._.__ `_----IE �ME)� '936.2 2 ....... PVC 2+45.00 - - - - - - - - - - ----------- .- --- PVT =-2+95.00 ELEV = 941.53 930 ELEV = 941.88 1 2 3 4 5 6 Wwtvmod Phone(952193]•5150 7699Aaagram Or ire Fax (96219375.22 Edea Pro16., MN 65344 T Fm (aaa1937-Siso west-dp- Wml d Prufeoh-I Senlns h- h.�'mpav� wd t �I ® � aemrd� PHOI�'HOT7A�i. @l� / a 3rLaemlL 9/23/17 CITY Commmb az John Heade rade 07)14/17 7 8 n�lsia Prepared for. Ew Dana BPB R..d V -d, br/&* 9 10 11 12 OP5 Adelaide LLC 1660 Highway 100 South, Suite 400 St. Louis Parke MN 55416 945, Adelaide Landing Haw, MN Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: • RADIUS TO BE B618 C. & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB �* DENOTES ELEVATION '�°'INTERSECTIONS ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED PIPE LENGTHS SHOWN INCLUDE THE FLARED END SECTION LENGTH. THE CITY OF HUGO DOES NOT REQUIRE TRASH GUARDS. CASTING NOTE: CATCH BASIN CASTINGS SHALL BE SUMPED 0.15' BELOW GUTTERUNE, MANHOLE CASTINGS SHALL BE SUMPED 0.05' BELOW PAVEMENT ALL CB, CBMH & STMH WITHIN 10' OF HORIZONTAL DISTANCE TO THE WATERMAIN SHALL BE CONSTRUCTED WITH POURED INPLACE INVERT & SHALL UTILIZE WATER STOP GROUTING RINGS NOTE: THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED GEODETIC DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM 0' 50' 100' 150' 0008463STF07.d- Date 07/14/17 sheet: 17 OF 23 Street and Storm Sewer Construction Plan 02017 Westwood ro essional Services, Inc. Call 48 Hours before digging: y - GOPHER STATE ONE CALL FES -195 \ LIMITS OF PHASE 1 :, B.3 C.Y. CL. 3 RIP RAP . f"," Twin Cit Area 651-454-0002 --- STREET & UTILITY 4.2 C.Y. FILTER MATERIA` - Mn. Tall Free 1-800-252-1166 1 CONSTRUCTION (TYP) 934.14 _ TEMP _ ... _...._.." 92 ITE 131ST STREET NORTH 965 965 .M a, Nim X00 .1 �N NN NIf] �'0p Mr• aY �N .-0107� nn aM W� [0;00 NCJ N� N,- Mi 4:-: 16 �� NN v'N pN �[l� -ung Ol D7 n'Tn,Q_ n7 -t MQ MQ n7 n:< M�f n,V nQ n.V nY N1,�T na -0> rnrn rnrn o�,rn rnah rn;m mm mm .0 a,.rn rnrn a�,m mrn a.,rn rnrn 960'. 960 955 50.00' VC 955 - LP. ECFV ='941'.18 2s' - 24" RCP L.P. STA = 7+82.00 CL 3 6 0.28%- PVI STA 7+82.00 50.00' VC . PVI ELEV = 941.10 H.P. ELEV = 942.42 50.00' VC' A.D. = 1.20% H.P. - STA = 10+15-00 - L.P. ELEV= 941.26 950 K = 41.67 PVI STA = 10+1:5.00 155' .-.24 RCP: CL.3.0.0.287 L.P. STA 12+33.00 950 - '"'PVC' --7+57:00 "'PM'ELEV '942.50' PM STA 12+33.00 --- PVT = 8+07.00 A.D_ _ -1.20% - - PM ELEV 941.19 ELEV = 941.25 K = 41.67 CBMH-197 CBMH-198 FES -195 0% RE: = 940.67 ELEV 941.25 PVC = 9+90.00 IE {N) = 930.431E7Zk PVT 10+40.00 08.00 945 PROPOSED C/1. GRADE (TYP.) .... ELEV '942.35 IE .(S) = 930.43 58.00 945 PROPOSED 'C' 'A SUBGRADE (TYP.) - " 'ECFV '942.35' ' ' ' ' ' ' - 1.34' - - 1.34- -0.60% 0.60% -0.60%. 0.60% 940 .... 940 17' - '15"'RCP' ' CL r" ® 0.65% _ - _ - 19�- 18" RCP STUB -1 y EXISTING GROUND: (TYP.) -CL 5 0 0.37% IE (E) = 935.94 10' - 18" RCP 935 c�MH-zz- - -.... - _ ---------=- cL_s oso%_ 3 _.... , ".RE 1 T40.58 _ _ -.� IE =:940.95 It (SW) = 936.46 - - - - 113' - 21" REP - STUB -2 - - - - IE (W) = 936.05 - It (N) = 936.46 25' -:15" RCP CL 5.0 0.219 - -IE W 933.39 --------1E-(SE) 936.05 CL 5�® 0.48%_Uj ( ) =_ CBMH-798 _930 RE = 941.28..... CBMH-205 _930 It == 9 CB -226 CBMH-225" IE (E) = 930.94 CBMH 940. RE -- 940.64 RE = 940.58 IE (SW) = 930.94 : 31 IE (E) = 933.27 IE (S) = 936.58 - - E (E) 931.05 It (S) = 931.32- _ IE (W) = 930.70 IE( = 931.12 IE (N) = 930.50 ( ) 925 9_25_ 6 7 8 9 10 11 12 13 od I Laeby wdE , Ne dJ. pl wr peeve. b, - - w mT repared aNGa� "eae m. v.. d w sm d tlSmmY. 9/22/1] CttY Cemmmb Ph- (952)9ard,50 rsssa.�-Dn- �.� - OP5 Adelaide LLC - (952) 99]5922 Etlen Vreine,MN 55944 oel.Y.. SPB Tar ee I9e9)9az-siso-n-dWaomJohn Hmde 1660 Highway 100 South, Suite 400 wat-d Prdmd-1 s� 1- Due 07/14/17 Amer xa 4330 vema oYo.l4s b idtle St. Louis Park, MN 55416 GENERAL NOTES: RADIUS TO BE 8618 C. & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB + DENOTES GUTTERLINE ELEVATION NN91 AT INTERSECTIONS ALL RCP SHALL BE CLASS S. UNLESS OTHERWISE NOTED PIPE LENGTHS SHOWN INCLUDE THE FLARED END SECTION LENGTH. THE CITY OF HUGO DOES NOT REQUIRE TRASH GUARDS. CASTING NOTE: CATCH BASIN CASTINGS SHALL BE SUMPED 0.15' BELOW GUTTERLINE, MANHOLE CASTINGS SHALL BE SUMPED 0.05' BELOW PAVEMENT ALL CB, CBMH & STMH WITHIN 10' OF HORIZONTAL DISTANCE TO THE WATERMAIN SHALL BE CONSTRUCTED WITH POURED INPLACE INVERT & SHALL UTILIZE WATER STOP GROUTING RINGS NOTE: THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED GEODETIC DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM I 0' 50' 100' 150' Adelaide Dab. 07/14/17 18 OF 23 Street and Landing Storm Sewer Construction Hugo, MN Plan 02017 Westwood Professional Services, Inc. 965 960 955_ 950 945 940 r rn0 a c.i na rnrn �C6 Og; A ..GBMH-207 :? C6MH 205 ,-.- .. _._ - - BMH-206 7r \ LIMITS OF PHA�,E `1 STREET & UIU I Y ';'�� 'p \ \ CONSTRUCTION ('TYP) P \ r N A 1 • ',. �� \ • ,SURMOUNTABLE CONETE 1 tCURB & GUTTER ("[5P.) \ \\ 1 SEE DETAIL, SHEEI l2'3 / • \ 1 6BMH-198 "" " 30 6\ U MH 4rASTt:( 6 1 o 199;go \\ f .........__ ...CBMH-200 CBMH-202 Qoo 1 1 :€ m : z 7 w F BMH-203: SE�� \ _ k/� 131ST COURT NORTH 25'-15" RCP CBMH-206 CBMH-207 _. 938.1.0 -RE = 940.64 CL 5 0 0.48% . 1E (N) = 932.00 4 1E Prepared fam Gltlmed ➢IB 50' - 15" RCP__ 1E (S) - 932.04 IE (S) = 931.32 965 nm if] -M ta0 N"N aN QOnO Ale 07/14/17.-._.. U. Na 49358 Yemd rnaerl.e b/d.� MOOT �� nN A vp na v0 I lid I lid na li'd ria na NO ria 1rIo nV. No na 955- mrn- -rn� mrn oirn mrn m'a1 mm oirn rnrn mrn IE (N) := 931 CB-204CBMH-203 960 25'-15" RCP CBMH-206 CBMH-207 _. 938.1.0 -RE = 940.64 CL 5 0 0.48% . 1E (N) = 932.00 4 1E Prepared fam Gltlmed ➢IB 50' - 15" RCP__ 1E (S) - 932.04 IE (S) = 931.32 IE (S) _ 931.74 OP5 Adelaide LLC IE (W) = 931.12 � john Bender CL 5 0 0.33% 1660 Highway 100 .South, Sinte 400 W hw d ft fe d-1 S.Ml IOC Ale 07/14/17.-._.. U. Na 49358 Yemd rnaerl.e b/d.� CB -201 131' -;15' RCP CBMH-202 -. RE - 939.43E CL 5 0 0.3391 RE = 939.46 955- 1E (W) _ 935:43 .. `- ........ IE' (W):='93' ' IE (N) := 931 CB-204CBMH-203 90.00' VC RE = 935.83RE = 935.80 : CBMH-202 CBMH-200 L.P. ELEV = 440.02 IE (E) = 932.38 IE (E) = 932.22 ................ ... ......L.P. STA =- 2+47.68 932.22 5000' VC 950 PVI STA = 2+25.00 .E.(W)„= .. _ :- 'H.P. ELEV = 941.12 PVI ELEV = 439.82 - H.P. STA = 4+53.84 A.D. = 2.42% - PVF STA-= 4+54.63 - K = :37.20 - PA ELEV = 941.19 PVC = 1+80.00 A.D. = -1.24% PVT = 2+70.00 K = 40.34 945 .. ...... ELEV_ 940.63' ..... .. . ..... ... PVC .=4+29.63 ..- PVI STA = 1+00.00 ELEV 9.40.09 PROPOSED CA GRADE (IYP.) PVT = 4+79.63 PM ELEV = 942.09 PROPOSED CA SUBGRADE (TYP.) - -1,82. ELEV = 941.04 - ELEV = 941.03 0.60.% - � -0.64% - ...... .. , EXISTING GROUND (TYP.) - 940 - RCP : - CL CIL 5 ® 0. 0.27 �- - -- 55' - 21" RCP- -� -- - CI 5 0 0.20% ............ _ .. 935 _ _ 99' - 18 R� - _ 5 1 6 CBMH-202 ' I RE = 939.46 CBMH-198 IE (W) = 931.79 RE = 941.28 'CBMH-230 IE (N) - 931.59 IE .(E) = "930.94" " " CBMHr199...... 1@E - 939:43 .. .... .. 9,30 IE (SW) = 930.94 RE - 940.84 :IE (E) = 935.31 IE (S) = 931.25 IE (S) = 931.51 IE (NE) = 931.05 IE (N) = 931.51 PROFILE D PROPOSED _GRADE (TYP.) 5 120' - 15" RCP I I 85' �Sn RFz : I I CL 50 0. CBMH-205 CBMH-206 CBMH-207 _. 938.1.0 -RE = 940.64 RE _ 938.70 " " " . 1E (N) = 932.00 4 1E Prepared fam Gltlmed ➢IB 931.74 1E (S) - 932.04 IE (S) = 931.32 IE (S) _ 931.74 OP5 Adelaide LLC IE (W) = 931.12 � john Bender Vlmra BFB - -- _ _.-. __ - 5 4 3 0 1 2 3 4 5 6 Westwood[ aneb� m 1 du 5d. p m ee P epv.d 6, m. a mde mJ > dl9.ee .vpv.ldm ed t1•t f m . dd, tlrm•e! raa,>*sm3.v. Prepared fam Gltlmed ➢IB 940 McDan uda dr I- of 6. Sem d 3aabs9ta 322/17 nlY Commmb - M'" OP5 Adelaide LLC Phone (9521937.5150 7699M.,r Once Fax (9521 9 37-59 22 Ed.. PraiA , NN 55396 Tee Fn. (3331 9 37-51 50 v...v .dp.- � john Bender Vlmra BFB - -- _ _.-. __ - 1660 Highway 100 .South, Sinte 400 W hw d ft fe d-1 S.Ml IOC Ale 07/14/17.-._.. U. Na 49358 Yemd rnaerl.e b/d.� SL Louie Perk, MN 55416 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: • RADIUS TO BE B618 C. & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB + DENOTES GUTTERLINE ELEVATION AT INTERSECTIONS • ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED PIPE LENGTHS SHOWN INCLUDE THE FLARED END SECTION LENGTH. THE CITY OF HUGO DOES NOT REQUIRE TRASH GUARDS. CASTING NOTE: CATCH BASIN CASTINGS SHALL BE SUMPED 0.15' BELOW GUTTERLINE, MANHOLE CASTINGS SHALL BE SUMPED 0.05' BELOW PAVEMENT ALL CB, CBMH & STMH WITHIN 10' OF HORIZONTAL DISTANCE TO THE WATERMAIN SHALL BE CONSTRUCTED WITH POURED INPLACE INVERT & SHALL UTILIZE WATER STOP GROUTING RINGS NOTE: THE VERTICAL DATUM OF THIS PLAN IS BASED ON THE NGVD 1929 ADJUSTED GEODETIC DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM 2 1 Adelaide Landing Himo" MN 925 1 920 0 0' 50' 100' 150' Date: 07/14/17 sheet 19 OF 23 Street and Storm Sewer Construction Plan 950 945 940 - 935. - CB -208 RE = 936.50 930.. IE (N) = 932:50 2 1 Adelaide Landing Himo" MN 925 1 920 0 0' 50' 100' 150' Date: 07/14/17 sheet 19 OF 23 Street and Storm Sewer Construction Plan ®2017 Westwood Professional Services, Inc. , d n` LIMITS OF PHASE 1 - ��__ STREET & UTILITY CONSTRUCTION (TYP) . x 10 - -- - FES -157 // OCE 156 / DETAIL, SHEET 22 OUTLET EL -930.0 . EET NOR `" YR POND BOTTOMm9ZO .9' 130 - FES -155 J.9 G.Y. CL. 3 HIP RAF' 3.0 C.Y. FILTER MATERIAL PROFILE E ........ .. 68' - 118.1 RCP ...... CL 5 ® 0.74% 23'- 18" RCP CL 5 ® -17.52% FES -155 IE = 929.50 OCS-156 RE = 933.00 'FES -157 IE (SE) = 930.00 SIE = 926.00 IE'(NW)' = 930:00 .... 0 1 2 3 9201 0 Call 48 Hours before digging: GOPHER B STATE Twin it Are 65ONE LL 4s4-0002 Mn. Toll Free 1-800-252-1166 ._.9305�� L1.33 TEMP f �j \ ;.,_ GENERA_NO ET- $- POND 6 / /.t RADIUS TO BE 8618 C. & G. OUTLET EL=930.0 - i,/ -` WITH 10' TRANSITION FROM SURMOUNTABLE CURB 100 YR HWL=932.5 \ ._ ..... ...... _... POND BOTTOM=924.0 - ' .CBMH-236 ` ----- DE NOTES GUTTERLINE ELEVATION f j` - - ��• AT INTERSECTIONS E FES -790 P SHALL CLASS 5, 13.8 C.V. CL 3 RIP RAP - /. �.. - UNLESS OTHERWISE NOTED 6.9 C.Y. FILTER MATERIAL - '•� ._. .. LIMITS OF PHASE 1 "�,j. ._.... -, ... PIPE LENGTHS SHOWN INCLUDE THE FLARED STREET & UTILITY `1 - - /r CONSTRUCTION (TYP) END SECTION LENGTH. 7. o.: f y THE CITY OF HUGO DOES NOT REQUIRE ' . CBMH-2371 TRASH GUARDS. .. . " 4 .:...' -OCS-191 :: LIMITS,'... 142 - :.. SEE DETAIL, SHEET 22 ^ , CASTING NOTE: -�O� 1 CATCH BASIN CASTINGS SHALL BE SUMPED STREET& LI714ST' 0.15' BELOW GUTTERLINE, MANHOLE CASTINGS 'FES -192 . CONSTRUCTION (TYP) SHALL BE SUMPED 0.05' BELOW PAVEMENT r _ _- - - :... • - CB -239 f' BMH 23$ ALL CB, CBMH & STMH WITHIN 10' OF ._ - -� � � � �, �:_ , �. �� � � � � � �-� - -�- � � -- -- HORIZONTAL DISTANCE TO THE WATERMAIN • 10 f •' 2 - SHALL BE CONSTRUCTED WITH POURED '-� INPLACE INVERT & SHALL UTILIZE WATER B STOP • �GROUTING RINGS 5 Q THE VERTICAL DATUM OF THIS PLAN IS BASED _ ON THE NGVD 1929 ADJUSTED GEODETIC rr 4 5 DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM X 131ST STREET N. _ --- i 17 f 945 PROFILE F 940 940 .. ............: 57' = 36". BCP.. 935, 935 28'-- 36" RCP CL 3: ® 0.17% CL 3 ®-7.03% FE= 92 - _ 930 _-930 -, ..... IE � � 929.90....... . OCS-191 FES -192 RE = 934.03 IE = 928.00 IE (N) = 930.00 IE (SE) = 930.00 925 925 1 2 _ 92.0__ 3 PROFILE G o' sD' loo' Iso' rr..........._... I....'IE"(NW)"="932.17-.. -.... E W 938.93 IE (NW) 932.46 E (= 931.34 IE (SE) = 932.17 IE (E)_=.932.46 IE (SE) ) = 931;64 IE (SW) -= 931:.76 6 5 4 Wes w�aod 1h"" " °""I 11-�`��� d4ex .m em 1 ._ . ad, a®.a PHONAL >� aYCga9R u.dn aM L.. d � SUM d Bamnaa 91W7 Clry Canmmta � Ph... 19521937.5150 709M.gwmCa. C2w OP5 Adelaide LLC 1 . (9521937-5822 Eden Prolde, MN 55344 D_W rwa.. 18881937.5150 w..., Odp- John Bender -" - 1660 Hlghway 1W Souti4 Suite 400 Wabw d Pmfe dl l Semi. iae Dd. 07/14/17 L,._ xe. 43356 - - �"'- - - a.®a o,.•m. u ia.� SL Louis Park, WIN 55416 3 2 Adelaide Landing MN CB -239 RE = 937.00 IE (W) = 933.50 .. 925- 1 0 000846 3STF 10. d.g Dare: 07/14/17 sheet 20 OF 23 Street and Storm Sewer Construction Plan a2017 Westwood Professional Services, Inc. f , /nr E/ew5115i (l0 N i7 935 935 930 930 -FES-240 FES -241 IE (S) = 928.50 - IE (N) = 928.50 35' — 36° RCP CL 3 ® 0.00% i 925 1 I 925 ] Westwood Ph. (952)937.5150 7699 Amg-06- Fos (952)937-5822 Ed., Prairie, MN 55344 Tal I— (999)937-5150 wmtn eer..Mp VJ,Awood hohsional Sen.kK Inc b—y- �7 m -1 m p .... p..pe.a q — a weds IIeddmc -p � . , aery 9emea gar �mvAc WJl'Q®t v.dee W Lam. of W Sut. at Iwnoe.o.a 9/22/17 qtY Cemmenla Jolla Bender Alt WA4M 8 PROFILE H PROPOSED. GRADE. (T)'P;) 166'1 /136'-- 15" RCP CL 5.®.0.35% 161' CP C_ CBMH=58''''' _55 CBMH-56 RE = 934.80 EE(W)9=4930.89 E.80 ES 928.50 RE = 932.90 IE (W) = 929.78 IE (E) = 930.89 IE (W) = 928.98 IE (E) = 929.78 IE (E) = 928.98 ............... .......... ........- .. .. . . .. ............ ... .. . .... ....... . 7 6 5 4 3 Oedema: fFID_ Prepared for. »W OP5 Adelaide LLC n.ewa 81% 1668 Kioway 308 soual, $lite 408 s.amt A.dtt Mdett _ St to is Park, MN &%% 49"- F F— =RCP 5 ® 0.61% CB -59 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES: • RADIUS TO BE 8618 C. & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB DENOTES GUTTERUNE ELEVATION AT INTERSECTIONS ALL RCP SHALL BE CLASS 5, UNLESS OTHERWISE NOTED PIPE LENGTHS SHOWN INCLUDE THE FLARED END SECTION LENGTH. THE CITY OF HUGO DOES NOT REQUIRE TRASH GUARDS. CASTING NOTE: CATCH BASIN CASTINGS SHALL BE SUMPED 0.15' BELOW GUTTERLINE, MANHOLE CASTINGS SHALL BE SUMPED 0.05' BELOW PAVEMENT ALL CB, CBMH & STMH WITHIN 10' OF HORIZONTAL DISTANCE TO THE WATERMAIN SHALL BE CONSTRUCTED WITH POURED INPLACE INVERT & SHALL UTILIZE WATER STOP GROUTING RINGS NOTE: THE VERTICAL DATUM OF THIS -PLAN IS BASED ON THE NGVD 1929 ADJUSTED GEODETIC DATUM IN US SURVEY FEET. NGVD=NATIONAL GEODETIC VERTICAL DATUM RE = 935.90 930 IE (W) =. 931.90 925 920_ I I 915 2 --- 1 0 0' 50' 100' 150' 0008463STF11-1w9 Adelaide Daw 0714"' sig n of 23 Street and `( Landing Storm Sewer Construction Hugo, MN Plan 2017 Westwood Professional Services. Inc. � /4 A I I -I -Al bAK ROLLED TO PROVIDE DETER RING) MIN. 2 CILL YDS OUTSIDE MH WALL RIP -RAP CLASS 3 TO FLAT BAR - 1 - PROVIDE PROVIDE 4 -1/2 - SS ANCHOR BOLTS W/CLIPS A' A r HOT DIPPED GALVANIZED #5 SMOOTH BAR 6- - GRATE IN I SECTIONS 4' O.C. EACH .1 (PROVIDE 3-1/4' 3-1/4- OPENING) ELM am LEL EL C OUTLET PIPE EL. 1) EL INLET PIPE ELEVATION SECTION A -A rf�!T__ .dA POND OUTLET SKIMMER HUGO: ... .... ..... _.....:1' RENCI-t FURTo TYPICAL T UNSTABLE FOUND -ON ..b, —1y — — P_ — , I �- Prepared for. . . IL . � - . &IIIF III PRORMCNAL I � Westwood ENGE�EER � th, II If bm� s/4m7 Oty Ph... (952(937.5150 . 7699 Anq.. DH- la OP5 Adelaide LLC F. 2 .7 2 Eden P.H., IAN 553� En mF_ (.eBoeB wftweadp— John Bender 1660 Highway 100 South, Suite 400 vdewmwd PrProfessional SerWm Inc Dd. 0707/74/17 Tlemr x> 43M IDI b0daIe I SL Louis Park, MN 55476 WOOD FIBER EROSION CONTROL BLANKET TEMPORARY DIVERSION DITCH NO SCALE Adelaide Landing MN Call 48 Hours before digging. GOPHER TATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 00084630701. Date 07/14/17 SibPxBB 22 OF 23 Details F ........... .. WETLAND EIUFF9E13 fix A .. ......... K r"NMG :.Jaw . ....... . .................. . .. .......... 74T4 I % �7 . ........ . ......... ........... ii i V4 wvxr .......... .............. ... ... ..... ........ .. vx FwAm_x ..... ...... D-3. )MUGO IN- (;O� D-1. C, U AW I ............. � ............. .. 75 _7 —7 ..... . . .................... ... . ......... . .... v y _4 Z, w ..... .. ... 11 Jill mx q T L_,m I T � � ........,_,......+w...._...._.... Z i -I I _T QW -7 TY (7F -7 E 7�, J#UQQ TE" P BLEED �ALLAPDN DET�L ,*QU W-5 m -, � /4 A I I -I -Al bAK ROLLED TO PROVIDE DETER RING) MIN. 2 CILL YDS OUTSIDE MH WALL RIP -RAP CLASS 3 TO FLAT BAR - 1 - PROVIDE PROVIDE 4 -1/2 - SS ANCHOR BOLTS W/CLIPS A' A r HOT DIPPED GALVANIZED #5 SMOOTH BAR 6- - GRATE IN I SECTIONS 4' O.C. EACH .1 (PROVIDE 3-1/4' 3-1/4- OPENING) ELM am LEL EL C OUTLET PIPE EL. 1) EL INLET PIPE ELEVATION SECTION A -A rf�!T__ .dA POND OUTLET SKIMMER HUGO: ... .... ..... _.....:1' RENCI-t FURTo TYPICAL T UNSTABLE FOUND -ON ..b, —1y — — P_ — , I �- Prepared for. . . IL . � - . &IIIF III PRORMCNAL I � Westwood ENGE�EER � th, II If bm� s/4m7 Oty Ph... (952(937.5150 . 7699 Anq.. DH- la OP5 Adelaide LLC F. 2 .7 2 Eden P.H., IAN 553� En mF_ (.eBoeB wftweadp— John Bender 1660 Highway 100 South, Suite 400 vdewmwd PrProfessional SerWm Inc Dd. 0707/74/17 Tlemr x> 43M IDI b0daIe I SL Louis Park, MN 55476 WOOD FIBER EROSION CONTROL BLANKET TEMPORARY DIVERSION DITCH NO SCALE Adelaide Landing MN Call 48 Hours before digging. GOPHER TATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 00084630701. Date 07/14/17 SibPxBB 22 OF 23 Details a 2017 Westwood Professional Services, Inc. I I.. -- _ .....-. nsyn.,_... .._..._ -1 i1lJlTlJ .IlrlJlll/ - r �1 ' c: e i _ i I - xerr�.u.wurn,a,..Ewxc« Sle Af.�R.E y :y®.". • IhN. IJ �.11e Ifib L. raaarxw ' ■ a X®� Po �{�1"`�����VT I WP?EFMAIN �'tth""AO }s�T/1(1♦ 1�4 LF - -<�qQ` WITH NSI!UT ON DETAIE �.� E FEAT S F CR RICH' JOIN'S €1i..Tl`,F. Eta PI'•E & COtaf: RE -T'. < Mcrieretl L;OniwoBwls a 1 Pr0eas151:JCL1.29 ROAD SURFACE PSL ctJ F, Ipa ut.* — - Casu^g HUBs m a -y z d! v ti :: i� Iti- Geo thine Wdtlar5iOP SUBGRAOE ELEV. \ Jp�r `. .+ ''"` Advan€apas: r7 Ci - !` ..✓ /: P YMts INad M.AlPrBaiort e^.ir GEOTEXTILE FILTER AGGREGATE I ezumat- , (MnOOT 3149.2H) /�.;� Exrs::kntwfietn',alnra ticm ����4444 ao E'XiStn>R S;Rtt.YpNF3 4' PERF. PVC PIPE SDR 35; huau arcs WNrtNyam_0y GEOTEXTILE FABRIC -TYPE 11 ,R 4 A:v»Xs'. 0.W .—W A. 10»s (MnDOT 3733) ( j 1.5'A, 144' PERFORATED UNDER DRAIN DETAIL ' INSTALL AT LOW PdNT AS gRECTEO BY THE ENGINEER TTar=•e Prcfdtas furAii Ymi Rigid J_ -O7 a. .I' r..7 Requ;rac lent= ... N4IE: DRAINTILE INSTALLED s" _ 50' IN EACH DIRECTION �+ FROM CATCH BASIN` y '4\ -! 15 TOPSOIL ) L75-3'P�+el i4aS'PIPs•) id}144'Pipa? 3S 3.0% III Ift WIN. i+� p`..- � t s.s PpRaM is DRAIN TILE Press -Seal 4aa3 et GCl g)�, ration vJ3_ gFtie. FOA'Nrctwx. Italilns °FJ1Gd 1.5:1 SLOPE VERIFY LOCATION 2.0' BOC PROFILE GRADE SURMOUNTABLE GRADING GRADE CURB & CUTIER -_ aleR avicEs wse_ _ FOR WATERMALN �uJ W 2 f?"t>(Yl'v e'tF' Special Oeloils ., _•}nT�-•1n TrPICAL lrcoRnNT YIll Jl7i! INSTALLATION HJ -W-1 --- - --_ —r 131ST STREET 130TH LANE it n=w 1 Y.. " FL;E'.1„h 1t r_IYv rH= �TT���T 1V� NALVE BO% STALPTON Spec 0! DalOik HN -W-} ! .: cn'v fOlu POURED CONCRETE THRUST 6LO'.NG FOR NATEftOwtt W 4 � _ FEAT S F CR RICH' JOIN'S €1i..Tl`,F. Eta PI'•E & COtaf: RE -T'. < Mcrieretl L;OniwoBwls a 1 Pr0eas151:JCL1.29 ROAD SURFACE PSL ctJ F, Ipa ut.* — - Casu^g HUBs m a -y z d! v ti :: i� Iti- Geo thine Wdtlar5iOP SUBGRAOE ELEV. \ Jp�r `. .+ ''"` Advan€apas: r7 Ci - !` ..✓ /: P YMts INad M.AlPrBaiort e^.ir GEOTEXTILE FILTER AGGREGATE I ezumat- , (MnOOT 3149.2H) /�.;� Exrs::kntwfietn',alnra ticm ����4444 ao E'XiStn>R S;Rtt.YpNF3 4' PERF. PVC PIPE SDR 35; huau arcs WNrtNyam_0y GEOTEXTILE FABRIC -TYPE 11 ,R 4 A:v»Xs'. 0.W .—W A. 10»s (MnDOT 3733) ( j 1.5'A, 144' PERFORATED UNDER DRAIN DETAIL ' INSTALL AT LOW PdNT AS gRECTEO BY THE ENGINEER TTar=•e Prcfdtas furAii Ymi Rigid J_ -O7 a. .I' r..7 Requ;rac lent= ... N4IE: DRAINTILE INSTALLED s" _ 50' IN EACH DIRECTION �+ FROM CATCH BASIN` EXPANSION TRANSITION SECTION EXPANSION JOINT & FILLER TRANSITION SECTION JOINT & FILLER GUTTER UNE 8-612 CURB B-612 CURBGUTTER LINE A LLL�LL�L °• _LLLLLLLL ° 4-0 � 4'_0' BITUMINOUS PAVING A CATCH BASIN STRUCTURE DEPRESS CASTING 0.2' BELOW GUTTER UNE PLAIN MEW CONCRETE CURB & GUTTER BEYOND BOULEVARD BITUMINOUS PAVING SHAPE CONCRETE MORTAR FILLET TO PROVIDE ADJUST BOX HEIGHT TO MATCH A FLAT AREA EACH SIDE OF INVERT FOR TOP OF CONCRETE CURB STANDING ROOM. THESE MUST BE SLOPED TO SET CASTING IN MORTAR BED DRAIN INTO INVERT, USE ADJUST RINGS AS NEEDED AGGREGATE BASE INVERT C.B. STRUCTURE -PRECAST CONC. 24"x36' (INSIDE) INVERT OF CB STORM SEWER POURED IN THE FIELD -}E ' " MIN IN PRECAST BASE SECTION A -A 5EGM9H fi=e -o - lAST RENSEI}. Ndttxood RECTANGULAR CATCH BASIN w ,m WITH POURED IN-PLACE INVERT Coll 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 V�lestw+vod T hvebY avdh 5Y hh P� Tamed by me n wdr mT � 3� Prepared I0T d4eee .�.1.m and I?W ] ®. awT 1lam.a waPa5slm.rPt 10•AGW880. edn W Owe d Or aw. d e1em� 9/21%1]9/22/17 01ty 0wnmenV.— PhOM 1952}93]5150 7699Ane9ram adve"k "'- - - — --- Fz, (952)93T-5822 Elven Prmrie, MN 65344 T.,R 1588)837-5150 wiwo0dpt T3eC o%n4n/ TJmY No 43358 .- T3nw1n[ y/dela wenNlaoe Rolesional SeMw� Rtr. LYPICAL PAVEMENT NO SCALE 1 1/2' BIT. WEARING COURSE MNDOT SPEC 2360, TYPE SP 9.5 WEAR COURSE (3.8)(SPNWEA3408) TACK COAT, MnDOT 2357 2 1/2' BITUMINOUS BASE COURSE MNDOT SPEC. 2360, SP12.5 NON WEAR COURSE (;LB)(SPNWB330B) 12" CLASS 5 AGGREGATE BASE (100% CRUSHED) 24' MNDOT 2211 CLASS AGGREGATE SUB -BASE (100% CRUSHED) GEOTEXTILE FABRIC, FOR CLAY SUBSOILS - MIRAR 50OX t 3A32 CONCRETE SIDEWALK CLASS 5 AGGREGATE BASE 0% CRUSHED GRAVEL) MPACTED SUBGRADE CONC. WALKWAY NO SCALE OP5 Adelaide LLC MW FT3ghway 100 South, Suite 400 St Louis Park, MN 55416 28' 30' 6' MIN.— 12' 1 15' _ 15 TOPSOIL ) L75-3'P�+el i4aS'PIPs•) id}144'Pipa? 3S 3.0% SY523 r✓, !s of Cdr 0'De Liae B". al mnws:u Fs rttolN.crepa PERFORATED s.s PpRaM is DRAIN TILE Press -Seal 4aa3 et GCl g)�, ration vJ3_ gFtie. FOA'Nrctwx. Italilns °FJ1Gd EXPANSION TRANSITION SECTION EXPANSION JOINT & FILLER TRANSITION SECTION JOINT & FILLER GUTTER UNE 8-612 CURB B-612 CURBGUTTER LINE A LLL�LL�L °• _LLLLLLLL ° 4-0 � 4'_0' BITUMINOUS PAVING A CATCH BASIN STRUCTURE DEPRESS CASTING 0.2' BELOW GUTTER UNE PLAIN MEW CONCRETE CURB & GUTTER BEYOND BOULEVARD BITUMINOUS PAVING SHAPE CONCRETE MORTAR FILLET TO PROVIDE ADJUST BOX HEIGHT TO MATCH A FLAT AREA EACH SIDE OF INVERT FOR TOP OF CONCRETE CURB STANDING ROOM. THESE MUST BE SLOPED TO SET CASTING IN MORTAR BED DRAIN INTO INVERT, USE ADJUST RINGS AS NEEDED AGGREGATE BASE INVERT C.B. STRUCTURE -PRECAST CONC. 24"x36' (INSIDE) INVERT OF CB STORM SEWER POURED IN THE FIELD -}E ' " MIN IN PRECAST BASE SECTION A -A 5EGM9H fi=e -o - lAST RENSEI}. Ndttxood RECTANGULAR CATCH BASIN w ,m WITH POURED IN-PLACE INVERT Coll 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 V�lestw+vod T hvebY avdh 5Y hh P� Tamed by me n wdr mT � 3� Prepared I0T d4eee .�.1.m and I?W ] ®. awT 1lam.a waPa5slm.rPt 10•AGW880. edn W Owe d Or aw. d e1em� 9/21%1]9/22/17 01ty 0wnmenV.— PhOM 1952}93]5150 7699Ane9ram adve"k "'- - - — --- Fz, (952)93T-5822 Elven Prmrie, MN 65344 T.,R 1588)837-5150 wiwo0dpt T3eC o%n4n/ TJmY No 43358 .- T3nw1n[ y/dela wenNlaoe Rolesional SeMw� Rtr. LYPICAL PAVEMENT NO SCALE 1 1/2' BIT. WEARING COURSE MNDOT SPEC 2360, TYPE SP 9.5 WEAR COURSE (3.8)(SPNWEA3408) TACK COAT, MnDOT 2357 2 1/2' BITUMINOUS BASE COURSE MNDOT SPEC. 2360, SP12.5 NON WEAR COURSE (;LB)(SPNWB330B) 12" CLASS 5 AGGREGATE BASE (100% CRUSHED) 24' MNDOT 2211 CLASS AGGREGATE SUB -BASE (100% CRUSHED) GEOTEXTILE FABRIC, FOR CLAY SUBSOILS - MIRAR 50OX t 3A32 CONCRETE SIDEWALK CLASS 5 AGGREGATE BASE 0% CRUSHED GRAVEL) MPACTED SUBGRADE CONC. WALKWAY NO SCALE OP5 Adelaide LLC MW FT3ghway 100 South, Suite 400 St Louis Park, MN 55416 28' 30' 6' MIN.— 12' 1 15' _ 15 TOPSOIL ) 3S 3.0% f 3% 2% SIDEWALK (TYP.), 1.5:1 SLOPE VERIFY LOCATION 2.0' BOC PROFILE GRADE SURMOUNTABLE GRADING GRADE CURB & CUTIER FONDANT TRAIL N. (STA 27+25.98-69+18.05) 131ST STREET 130TH LANE N. N. SIDEWALK & PARKING ONE -SIDE N.T.S. 6' e' MIN.. TOPSOIL (TYP-) 6' 130TH WAY NORTH (STA 1+00-7+09.85) 130TH WAY NORTH (STA 1+00-6+68.27) 131ST COURT NORTH PARKING ONE -SIDE N.T.S. 1.5:1 SLOPE - 2.0' BOC - PROFILE GRADE SURMOUNTABLE GRADING GRADE CURB & GUTTER 40' FLAY ROAD N. (STA 10+12-12+18) TRIAL ONE SIDE; NO PARKING NJ.& 28' W. 1.5:1 SLOPE 0' BOC PROFILE GRADE- 2SURMOUNTABLE GRADING GRADE CURB & GUTTER FLAY ROAD N. (STA 12+18-14+97.05) TRIAL ONE SIDE; NO PARKING N.T.S 2&' 30' R (n'P-) (TYP.) 4' 1 (CITY OUTLOT) (TYP,) 1.5:1 SLOPE - 2.0' BOC PROFILE GRADE 8618 CURB & 8618 CURB & GRADING GRADE GUTTER CUTTER 40' FOXHILL AVENU TRAIL ONE SIDE; NO PARKING N.Ts. 1.5:1 SLOPE PROFILE CR.E� SURMOUNTABLE 20' BOC GRADING GRADE CURB & CUTTER FLAY ROAD NORTH (STA 14+97.05-20+74.33) 130TH WAY NORTH (STA 20+74.33-44+46.81) FONDANT TRAIL NORTH (STA 44+46,81-48,97,48) SIDEWALK & PARKING ONE -SIDE N.T.s. _ 00084630TFm , Adelaide Date 07114M s�e 23 OF 23 Landing Details RESOLUTION NO. A RESOLUTION AUTHORIZING THE ADOPTION OF THE EVERTON AVENUE NEIGHBORHOOD STUDY AREA ALTERNATIVE URBAN AREAWIDE REVIEW (AUAR) UPDATE WHEREAS, an AUAR Update has been completed for the project pursuant to Minnesota Rules 4410 which identifies and assesses the environmental impacts and mitigation measures associated with the Everton Avenue Neighborhood study area; WHEREAS, the AUAR was updated pursuant to Minnesota Rule 4410.3610; WHEREAS, the AUAR Update was distributed for the required 10 -day comment period; WHEREAS, comments received on the AUAR Update have generated information adequate to determine mitigation measures associated with the potential development in this area; WHEREAS, the comments received and the City's responses to these comments are included in the public record for the AUAR; NOW THEREFORE BE IT RESOLVED, by the City Council of Hugo, MN that the City of Hugo adopts the Everton Avenue Neighborhood Study Area AUAR Update dated September, 2017. Moved by Councilmember , seconded by Councilmember The following voted in favor of said resolution: The following voted against said resolution: The following abstained: Whereupon said resolution was declared duly passed and adopted, and was signed by the Mayor, and attested by the Clerk dated this day of 2017. Mayor ATTEST: City Clerk FINAL ALTERNATIVE URBAN AREAWIDE REVIEW UPDATE EVERTON AVENUE NEIGHBORHOOD STUDY AREA FOR THE CITY OF HUGO, MINNESOTA Original AUAR: January 2002 Update 1: January 2007 Update 2: January 2012 (revised March 2012) Update 3: September 2017 WSB & Associates, Inc. 701 Xenia Avenue - Suite 300 Minneapolis, MN 55416 763-541-4800 amoffattOwsbeng.com Final Alternative Urban Areawide Review Update Everton Avenue Neighborhood City of Hugo, MN WSB Project No. 10373 Prepared By: City of Hugo 14669 Fitzgerald Avenue Hugo, MN 55038 651-762-6300 riuba0d.hugo.mn.us TABLE OF CONTENTS TITLE SHEET TABLE OF CONTENTS I. Introduction and Purpose........................................................................................1 II. Approved Development/Current Conditions.......................................................1 III. Areas Remaining to be Developed..........................................................................2 IV. Update to the Environmental Review....................................................................2 V. Mitigation Summary and Update............................................................................3 VI. AUAR Update Review...............................................................................................13 List of Figures Figure 1. Location Map Figure 2. Developed and Undeveloped Areas Figure 3. Trail and Sidewalk Plan Appendix A - Figures Appendix B - DNR Natural Heritage Database Review Appendix C - Comments and Responses to the AUAR Update Final Alternative Urban Areawide Review Update Everton Avenue Neighborhood Development City of Hugo, MN WSB Project No. 10373 Introduction and Purpose The Everton Avenue Neighborhood study area is approximately 2.3 square miles (1,500 acres) and is located near the western border of the City of Hugo (see Figure 1). It is bounded by 165th Street on the north, Highway 61 (TH 61) on the east, CSAH 8 on the south, and Elmcrest Avenue on the west. The City of Hugo adopted the Everton Avenue Neighborhood Final Alternative Urban Areawide Review (AUAR) in January 2002 and completed an update to the AUAR in 2007 and 2012. Pursuant to Minnesota Rules 4410.3610 Subp. 7, for the AUAR to remain valid as the environmental review document for the area, the document needs to be updated every five years until all development in the study area has received final approval. Since undeveloped areas still remain in the study area and the AUAR will expires in 2017, the purpose of this document is to update the AUAR pursuant to Minnesota Rules. The 2002 AUAR, 2007 Update, and 2012 Update included an analysis of the existing conditions as well as two development scenarios as follows: Option A - Existing Condition Option B - 2002 Approved Comprehensive Plan Option C - Concept developed based on public input To implement Option C, a Comprehensive Plan Amendment was required. This amendment was approved by the Metropolitan Council in 2002 and the City has moved forward with development in conformance with Option C. Option C is in conformance with the current Comprehensive Plan. The January 2002 adopted AUAR and subsequent updates are available for review on the City's web -site at http:/Iwww.ci.hugo.mn.us/auar. This report is intended to serve as an update of the AUAR, and includes a review of the areas that have and have not developed, an update to the environmental analysis as needed, and a review of the mitigation measures. II. Approved Development/ Current Conditions Figure 2 shows the location of the approved developments within the study area. Of the 1,500 acres in the study area, 575 acres have been developed. Since the 2012 AUAR update, additional development has been approved as follows: Prairie Village is fully developed Additional commercial development occurred in Victor Gardens North and Frenchman Place. Senior housing was added in Area C along with some dedication of new road right-of-way. Final Alternative Urban Areawide Review Update Page 1 Everton Avenue Neighborhood City of Hugo, MN WSB Project No. 10373 September 2017 • The southeast corner of the study area (Figure 2) was rezoned Planned Unit Development and has developed with a senior housing complex. The City's Comprehensive Plan was updated to reflect the land uses outlined in Option C of the original AUAR. All of the developments that have been approved are within the thresholds of Option C and the City's Comprehensive Plan. III. Areas Remaining to be Developed Of the 1,500 total acres, there are approximately 925 acres remaining in the study area that have not been approved for development. These areas are shown in Figure 2 and discussed below: Area A: This area includes the existing large lot residential uses located on the western edge of the study area. This area is anticipated to remain as it is in its current condition, in conformance with the 2002 AUAR. This area has also been excluded from the MUSA area in the Comprehensive Plan. Area B: This area includes the Post Office and the Flay Avenue wetland complex. It is guided for medium -density residential. Much of this area is currently wetland and is not developable. Any development proposed in this area would be limited to upland areas. This is in conformance with the 2002 AUAR. Area C: This area is currently guided for both commercial and mixed-use residential/ commercial uses located adjacent to the north side of CSAH 8/Frenchman Road. Oneka Parkway starts in this area as the main north -south collector. Wagner's Greenhouse is located within this area. A health facility and daycare have been constructed in this area. These developments are in conformance with the 2002 AUAR. Area D: This area includes agricultural and large lot residential properties located along the northern edge of the study area. Much of this area is guided for medium- and low-density residential with an area of Industrial use in the northeast corner and has not yet developed. The Prairie Village development has been fully developed since the 2012 AUAR Update. Timeline: The 2002 AUAR anticipated development of this area occurring between 2002 - 2012. As indicated, approximately 38% of the study area has been developed. The remaining area could develop between five and 10 years dependent on market conditions. IV. Update to the Environmental Review The DNR Natural Heritage Database information was updated for this AUAR Update. This DNR correspondence is included in Appendix B. There have been no changes in this information since the 2012 AUAR Update. Final Alternative Urban Areawide Review Update Page 2 Everton Avenue Neighborhood City of Hugo, MN WSB Project No. 10373 September 2017 The sewer and water system were reviewed in relation to the existing conditions, past development, and the AUAR. The City's Comprehensive Sewer and Water plans can accommodate the study area. The City's Drinking Water Supply Management Area (DWSMA) is located within the southeastern portion of the study area, within development Areas B and C. This area is noted as vulnerable to contamination and development within Areas B and C will be consistent with the City's Wellhead Protection Plan. Storm water management regulations continue to change. The study area is subject to the Rice Creek Watershed District (RCWD) rules, administered by the City of Hugo. The RCWD adopted new rules in 2017. Additionally, Total Maximum Daily Load (TMDL) studies have been completed or are in process of being developed that could affect the study area. These changes are noted in the revised mitigation measure in Section V. Based on this analysis, the area has developed in conformance with the 2002 AUAR and subsequent updates. The areas that are anticipated to develop will be in conformance with the AUAR and updates, and the mitigation measures. The land use plan for the area is based on Option C in the 2002 AUAR. V. Mitigation Summary and Update The mitigation measures developed in the AUAR process are outlined below, including a progress update: 1. All permits identified in the AUAR and noted by the commenting agencies will be secured by private properties/developers or the City, as appropriate, for all development areas within the Everton Avenue development area. The permits are listed under Item #8 of the AUAR. Permits were secured for past projects and will continue to he obtained for future projects. 2. The City has amended their Comprehensive Plan to be consistent with the information and conclusions of this AUAR, which will guide the permitted land use, zoning, utility extensions, and other development activities. The amended Comprehensive Plan is currently awaiting approval from the Metropolitan Council. The City's Comprehensive Plan was approved by Met Council and this item has been completed. 3. The City will comply with its own standards, ordinances, plans, and policies referred to in the AUAR in the review and approval of all development activities within the Everton Avenue AUAR study area. This activity has occurred and will continue to occur. 4. Based on EQB rules, the City will update the Everton Avenue AUAR based on Minnesota Rules 4410.3610 Subpart 7 if after five years all development in the Final Alternative Urban Areawide Review Update Page 3 Everton Avenue Neighborhood City of Hugo, MN WSB Project No. 10373 September 2017 study area has not been approved by the RGU, or if certain conditions or assumptions change, including land use classifications and/or development densities. This is being accomplished through this AUAR Update. 5. Developers or City will be required to obtain the necessary permits for any development scenario. It is anticipated that the permitting process will be one tool for the implementation of the mitigation outlined in this AUAR. It is anticipated that many of the permits will be the responsibility of the developer to obtain including wetland alteration permits and stormwater management permits as the City is not anticipating constructing the stormwater management plan as a city project. It will be the responsibility of the project proposer to obtain all necessary permits. This activity has occurred and will continue to occur. 6. The City of Hugo will continue to cooperate with the City of Lino Lakes, as appropriate, to minimize environmental impacts and work towards compatible land uses along the Cities' borders. The two cities continue to coordinate as necessary. 7. Development in the study area is required to conform to State standards associated with dealing with hazardous materials or storage tanks that may be encountered during construction activity. This activity has occurred and will continue to occur. 8. Wetlands within each proposed development site will be delineated by a trained wetland professional in accordance with the 1987 Corps of Engineers Wetlands Delineation Manual and the regional supplements. The developers will be responsible for obtaining these delineations. This activity has occurred and will continue to occur. 9. Any wetland impacts will be subject to the Wetland Conservation Act and Section 404 rules involving sequencing and mitigation. This activity has occurred and will continue to occur. 10. REVISED: Wetland mitigation will be completed either on-site or through the purchase of bank credits as required by State and Federal rules. The original AUAR indicated mitigation would be on-site, as the State rules guided mitigation to be on site. Since that time, the WCA rules have changed to favor purchase of banking credits. Therefore, this item has been revised. 11. The greenway corridor as generally shown on Figure 9 (in the 2002 AUAR) will be preserved and maintained to provide habitat to mitigate for areas that may be lost through development and impacts associated with the collector roads. This corridor will also act to preserve significant existing natural resources Final Alternative Urban Areawide Review Update Page 4 Everton Avenue Neighborhood City of Hugo, MN WSB Project No. 10373 September 2017 within the study area such as the forested areas along portions of the ditch. The City will continue to work to implement this measure. 12. The City intends to implement the greenway corridor through a variety of mechanisms. The City has a 10% park dedication requirement that will be used to obtain greenway corridor as development plans are reviewed and approved. Further, grant applications and direct purchase could be used as funds and willing sellers become available. The greenway will also be implemented through negotiations with developers at the time of development reviews. Density bonuses are also available to developers who preserve natural resource features such as the greenway or buffers around wetlands. The City will continue to work to implement this measure. 13. Through zoning and MUSA boundary determinations, the ten -acre lots will be maintained under Option C. This will assist in the maintenance of the grassland and wetland complexes near Elmcrest Avenue by preventing higher density development in this area. This activity has occurred and will continue to occur. 14. Blanding's turtles have been reported in some locations of the study area. The City will provide the Blanding's turtle information sheets to the contractors working in the study area. Further, the City will consider oversizing culverts to provide crossings for Blanding's turtles provided that the size of the culvert does not conflict with the requirements of the Rice Creek Watershed District and the City's stormwater model. This activity has occurred and will continue to occur. 15. If Blanding's turtles are encountered during construction activity, the contractor will be required to move turtles that are in harms way. Guidance will also be provided indicating that if turtles are in harm's way, they should be moved the closest safe area. Turtles that are not in imminent danger shall be left undisturbed. This activity is ongoing. 16. Silt fence will be removed after the disturbed area has been revegetated to minimize impact to turtle movement. Additionally, alternative sediment control measures that reduce impact to Blanding's turtles and other wildlife should be considered with development plans. This activity is ongoing. 17. REVISED: Wetland impacts will be subject to State and Federal wetland rules. Impacts are also subject to the City's shoreland and floodplain zoning ordinances. Wetland impacts will first be avoided as feasible. If avoidance is not feasible, wetland impacts will be minimized and reduced. Any remaining wetland impacts will be mitigated within the study area in accordance with the Wetland Conservation Act. The original AUAR indicated mitigation would be Final Alternative Urban Areawide Review Update Page 5 Everton Avenue Neighborhood City of Hugo, MN WSB Project No. 10373 September 2017 on-site, as the State rules guided mitigation to be on site. Since that time, the WCA rules have changed to favor purchase of banking credits. Therefore, this item has been revised. 18. Prior to providing outlets to landlocked areas, the City will evaluate the impact of these outlets on downstream areas in conformance with City policies. City policy states the following: "The City of Hugo may provide an outlet to landlocked basins, provided that the discharge rate from these basins not exceed the critical duration 100 -year storm, that it can be demonstrated that this discharge will not significantly impact the downstream flood profile, wetlands not be drained (unless exempt as per the Wetland Conservation Act), and dead water storage to retain runoff from back-to-back 100 -year, 24-hour rainfall events is provided." This activity has occurred and will continue to occur. 19. Outlets will be required to conform to the RCWD policies. This activity has occurred and will continue to occur. 20. Stormwater will be treated to RCWD and City standards, which includes NURP treatment. Rate control and treatment will be provided through the use of a regional system associated with the ditch in cooperation with on-site treatment to meet the RCWD and City standards. The developers will be required to implement the stormwater management plan outlined as part of Option C in this AUAR. This is ongoing, and portions of the system have been constructed as part of the approved developments. 21. The City will review TMDL studies when completed and revise City practices and/or the AUAR as needed. The Centerville and Peltier Lakes TMDL study has been completed. This study identifies phosphorus as the pollutant causing the impairment in the lakes and has resulted in the need to reduce the external phosphorus loading from Hardwood Creek or Clearwater Creek by between 46 and 62%. A number of possible projects to address this load reduction have been identified in the November 2011 report "Capital Improvement Plan for Stormwater Projects within the City of Hugo" (WSB). Four possible projects in this study are located within the Everton Avenue AUAR study area. The Upper Mississippi River Bacteria TMDL study has been completed. This study identifies E. coli as the pollutant causing impairment in the river and has resulted in the need to reduce the external E. coli loading to Rice Creek between 4.8 and 44%. The City of Hugo already has a number of existing ordinances related to pet waste and septic systems. The City has also applied for, and received, several inflow/infiltration grants to fund the costs Final Alternative Urban Areawide Review Update Page 6 Everton Avenue Neighborhood City of Hugo, MN WSB Project No. 10373 September 2017 of improving existing sanitary sewer and extensions of the municipal system. 22. The City shall update the DNR water appropriations permit for the City's wells. This has been completed. 23. Temporary dewatering permits may be needed for construction. The developers shall be responsible for obtaining all necessary permits for this work. This activity has occurred and will continue to occur. 24. Construction of additional wells will occur as demand dictates in accordance with Minnesota Department of Health and State standards. This activity has occurred and will continue to occur. 25. As wells become obsolete, wells shall be abandoned in accordance with Minnesota Department of Health guidelines. This has been done for the properties that had wells when the developments occurred and will continue for any future developments. 26. COMPLETED. The City shat n>,t-„r ti,., n > FEMA floodplain revisions to IA1yeF the Fl.,edpl-,i,, .ley --,tier inthe study -,r.. h -a -s e d e the e t -he current FEMA s^�yfl �This base ood elevation been revised with F Item removed as it has been completed. 27. Once the floodplain revisions are approved, the City will work towards revising the floodplain ordinance, if necessary. The City will continue to work on this item. 28. No development within the floodplain will be permitted by the City as indicated in the City's floodplain ordinance. If encroachment within the floodplain is proposed, both the City and the Rice Creek Watershed District require compensatory mitigation at a 1:1 ratio for the lost storage. This measure has been followed and will continue to apply. 29. COMPLETED: Ctr„Ct„roS 44.411 .,,,t t,o HAFUCtoa within aFeas that are oa to lin rmm�c>nrl Frnm tl�n Flnnrlr+l-.in „,.til the Flnnrlpl-iin rec>isinnc ->apprnc>nrl The />if» will nn»ti»r.n to work- with- CIIl1AA to nnr»»Ivte thnc o rn»isions. Item removed as it has been completed. 30. Development within the study area shall be required to conform to the City's shoreland zoning and floodplain ordinance. This measure has been followed. 31. Erosion and sedimentation control will be required to conform to City and Rice Creek Watershed District standards. Erosion control measures will be included Final Alternative Urban Areawide Review Update Page 7 Everton Avenue Neighborhood City of Hugo, MN WSB Project No. 10373 September 2017 in the developer's agreement. Erosion control measures will be consistent with Best Management Practices as outlined by the Minnesota Pollution Control Agency. This measure has been followed. 32. The filling of large areas of unsuitable soil for residential construction will not be permitted within the study area. This measure has been followed and will continue to apply. 33. The City does not intend to discharge untreated stormwater to natural wetland complexes or designated stream corridors as part of development within the study area. However, if impacts to wetlands are proposed as part of development, they will be evaluated in accordance with the Wetland Conservation Act. This measure has been followed and will continue to apply. 34. City policy and the Rice Creek Watershed District (RCWD) require that post - development discharge rates not exceed pre -development discharge rates. Development will be required to meet these standards. This measure has been followed and will continue to apply. 35. The City will work with the District to address the District's interest in providing volume control standards to the two-year, 24-hour rainfall event. This measure has been followed where soil conditions allowed. With the new 2017 RCWD Rules, the City will follow the 2017 RCWD Rules for new development to implement volume control standards of up to 1.1 -inch of runoff from new impervious surfaces. The City will continue to work with RCWD to renew the joint Memorandum of Understanding transferring the permitting authority to the City. 36. The stormwater management plan outlined in Option C will be implemented by the developers with oversight and review provided by the City. Through the use of this large, centralized, regional stormwater management system in combination with some on-site ponding, discharge rates can be maintained at pre -development rates for the study area, including the collector roadways. This measure has been followed and will continue to apply. 37. The developer shall be responsible to make certain that the site is graded appropriately to ensure adequate stormwater management is available to the extent necessary and will be required to obtain the necessary permits for stormwater management and grading. This measure has been followed and will continue to apply. 38. The RCWD requires stormwater treatment and infiltration. Any new development is required to meet the most updated rules of the RCWD. This Final Alternative Urban Areawide Review Update Page S Everton Avenue Neighborhood City of Hugo, MN WSB Project No. 10373 September 2017 measure has been updated with this AUAR update to remove old RCWD permit requirements. 39. It is anticipated that ditch blocks will be used along the regional system to prevent the draining of adjacent wetlands. By maintaining the existing stormwater runout elevations, the adjacent wetlands are not anticipated to be impacted. While the regional stormwater management plan has been developed to minimize impact to wetlands, some wetlands may be excavated or otherwise impacted once final plans are developed. Impacts to these wetlands will be analyzed under sequencing standards and if impacts cannot be avoided, they will be mitigated in accordance with the Wetland Conservation Act and Section 404 of the Clean Water Act (U.S. Corps of Engineers) within the study area. This measure has been followed where needed and will continue to apply. 40. MPCA standards will be enforced for on-site sewage systems. Compliance will be monitored as required. It is assumed that no new on-site sewage systems will be constructed in the area. Reconstruction or rehabilitation of existing systems will be allowed in areas of Large Lot Residential land uses. It is expected that any reconstruction or rehabilitation of existing systems would be done in accordance with applicable standards. This measure has been followed and will continue to apply. 41. The study area (except the large lot areas) will be served by municipal sewer that flows to the MCES Interceptor with eventual treatment at the MCES Wastewater Treatment Plant facilities. Municipal sewer will be constructed as part of private development in the study area. This measure has been followed and will continue to apply. 42. A sanitary sewer lift station will be constructed by the development projects in the northwestern portion of the study area. This item has been completed. 43. Many of the soils in the study area are classified as poorly drained. While these soils do not always meet wetland criteria, they do pose constraints for construction. Housing developments are anticipated to be clustered to avoid hydric soils. Construction will also include slab -on -grade techniques to avoid problems in the study area associated with poorly suited soils. The filling of large areas of unsuitable soils for residential construction will not be permitted within the study area. This will be enforced through City plat review. This measure has been followed and will continue to apply. 44. The developer will be required to obtain soil borings to determine the suitability of soils for construction. This measure has been followed and will continue to apply. Final Alternative Urban Areawide Review Update Page 9 Everton Avenue Neighborhood City of Hugo, MN WSB Project No. 10373 September 2017 45. Mitigation includes the development of a spill response plan. For industrial and commercial areas, spills will be reported to the fire chief and/or applicable City Staff. The fire chief and/or applicable City Staff will in turn notify any other appropriate officials depending on the nature of the spill. This measure has been followed and will continue to apply. 46. The individual waste hauler companies shall make residential and commercial recycling programs available to landowners within the City of Hugo. General municipal waste will be removed by these waste hauler companies. This measure has been followed and will continue to apply. 47. Tanks and other potential pollutant sources will be removed in accordance with State standards if they are encountered as part of development. This activity is ongoing. 48. The City of Hugo will monitor the volume and distribution of traffic from new development within the Everton AUAR study area and will not permit new development to proceed before necessary roadway improvements are completed. This activity is ongoing. 49. UDPDATE: The extension of 147th Street to the southwest would serve as a northern bypass of downtown Hugo. This new roadway would also require intersection improvements at 147th Street and TH 61. These improvements would include the widening of the roadway to accommodate higher traffic volumes, turn lanes, and the potential relocation of the Frenchman Road (CSAH 8)/TH 61 traffic signal. The reconstruction of this intersection would greatly assist in improving the operation and safety conditions that would potentially be realized with the forecast traffic volumes. The design details of the roadway and the intersection improvements will be further evaluated as additional development plans are proposed. The intersection improvements at TH 6111471h have been completed as noted in the 2007AUAR. Since then, the ROW for 147th Street has been obtained. 50. COMPLETED: Congestion -,long FFen -h-M p„ -,a (GSAH 8) wiN leo miti,.at ; 61 to 1 2-5E. Washington , in eeep•e-ral- ien lvitttthe City o f Huge, Lakes, and Anoka ! is euFr-ently in the planning and pr-elirninaF design phase of a pFejeet that is antieipating eenstr-uet -P A- -f -a f -A ur- lane highway �,� The roadway project has been completed. Avenue and ._. h -ave -Alffe-ady been consider -ed and designed as part of the Vieter- Gar -dens Subdivision. This in-te-r-seetion ate (4 to be Final Alternative Urban Areawide Review Update Page 10 Everton Avenue Neighborhood City of Hugo, MN WSB Project No. 10373 September 2017 GSA14 •anti cipa in 1 1 access contFol. implementation of these mitigation measuFes along ElnieFest Avenue would r-equiFe eE)E)peFat_J_A_ Mbetv.xeen the City of Hugo and the City o Line La This / has been completed 52. All intersection improvements will be designed in a manner to ensure a level of service (LOS) D or better. Furthermore, turn lane queue lengths will be designed and constructed with adequate capacity to ensure minimal interference and disruption for through lane operations. This activity is ongoing. 53. Construction of local collector streets and frontage/backage roads will minimize the need for local trips on regional arterials such as TH 61 and CSAH 8. Collector roadways will need to be improved or constructed based on the timing and location of specific development. The City of Hugo will continue to monitor traffic volumes and traffic operations to determine when additional improvements will be necessary. This activity is ongoing. 54. Construct the north -south collector street between 165th Street and the extension of 147th Street as a two-lane roadway. Additional capacity requirements may be necessary at the southern end of the roadway where daily traffic volumes are forecast to be 12,000 - 15,000. Oneka Parkway has been constructed between CSAH 8/Frenchman Road and 159th Street. 55. COMPLETED: r„n-str,,,.t the east west collea,.t„r Street (extension of 1591h CtFeet) between Highway 61 a -p -d EIM-eroct Avenue as a 0.,A-4ane readway. This has been completed, although the roadway changes to Heritage Parkway and is not a direct extension of 159th. 56. The City of Hugo will continue to support improvements along TH 61 including intersection improvements, safety improvements, and capacity improvements. Such improvements would add needed capacity and safety improvements to accommodate Mn/DOT's Transportation Studies Plan (TSP) that lists TH 61 as a Preservation Corridor. No additional public access points are being requested along TH 61 as a result of the proposed development within the Everton Avenue AUAR study area. The access and corridor plan has been completed with MnDOT, Washington County, Washington County Rail Authority, and the City for TH 61 corridor within Hugo. 57. Currently, there are no transit routes utilizing any of the roadways within the study area. There is a park -n -pool lot located near CSAH 8/14 and I -35E in the City of Lino Lakes. As development in the Everton Avenue AUAR study area and Final Alternative Urban Areawide Review Update Page 11 Everton Avenue Neighborhood City of Hugo, MN WSB Project No. 10373 September 2017 the City of Hugo occurs, further consideration will be given to establish connections to transit services. The Rush Line transit corridor is another opportunity to provide transit service to the northeastern suburbs and could assist in reducing the volume of trips that may be made by automobiles. Connecting people and neighborhoods to these transit corridors will be considered during subdivision review and approval. This activity is ongoing. 58. REVISED: The City updated their Trail and Sidewalk Plan in 2010 (Figure 3). There is a regional trail along Frenchman Road and city sidewalks and trails within portions of the study area. Additional proposal trails are planned within the study area. Trail connections will continue to be made as additional development occurs. 59. Access along all roadways will be managed to ensure traffic operations and safety is protected. Access spacing guidelines, such as those identified in the Hugo Transportation Plan, will be used as guidance for future access points. This activity is ongoing. 60. The capacity of the ditch and other water conveyance systems will be accounted for to ensure that stormwater storage capacity is maintained during the design of the collector roads. This measure has been followed and will continue to apply. 61. Implementation of transportation related mitigation measures will be assured through the City, which will require and regulate infrastructure improvements through the City review, approval, and permitting process. Funding for the proposed improvements will be provided from several sources including development agreements, site assessments, Washington County (for improvements to CSAH 8), and the City of Hugo. This measure has been followed and will continue to apply. 62. Noise mitigation is not proposed at this time. All City and County roads in the project area are exempt from state noise standards. The only nearby roads that are not exempt from State noise standards are I -35E and TH 61. Noise levels along the collector roadways are not anticipated to exceed state noise standards, nor are they anticipated to be greater than noise levels that are commonly experienced within a residential area. Noise mitigation, if any is provided, would be the responsibility of the individual developers of the residential properties in the study area. This has not been an issue, but this measure still applies. 63. The greenway corridor and trail system shall be implemented with City oversight. Developers shall be responsible for implementing trails associated with the greenway and areas within the study area. The County shall be Final Alternative Urban Areawide Review Update Page 12 Everton Avenue Neighborhood City of Hugo, MN WSB Project No. 10373 September 2017 responsible for any trail development associated with County Road reconstruction. This measure has been followed and will continue to apply. 64. The City of Hugo shall cooperate with the City of Lino Lakes to develop appropriate trail connections between the two cities. There is a trail along CSAH 8 that connects the two cities. If development occurs along the border of the cities, this will continue to be evaluated. 65. Through City plan review, the City shall require appropriate screening of developments adjacent to land use changes and natural resources as deemed necessary by the City. This measure has been followed and will continue to apply. 66. The City shall provide municipal services to the study area. These services include storm sewer systems, sanitary and water service, and City streets. These services will be constructed as part of development. This measure has been followed and will continue to apply. 67. The City shall continue to implement its CIP to locate and provide community facilities to its residents. This measure has been followed and will continue to apply. 68. The City shall continue to work with the White Bear School District to address the needs for additional elementary schools. Oneka Elementary School was constructed within Waters Edge and Heritage Ponds. VI. AUAR Update Review Pursuant to Minnesota Rules 4410.3610 Subp. 7, this AUAR Update has been submitted for a ten-day comment period. The City Council will consider adoption of this document after the required ten-day comment period. The Everton Avenue AUAR will remain valid for an additional five years from the adoption date. Final Alternative Urban Areawide Review Update Page 13 Everton Avenue Neighborhood City of Hugo, MN WSB Project No. 10373 September 2017 responsible for any trail development associated with County Road reconstruction. This measure has been followed and will continue to apply. 64. The City of Hugo shall cooperate with the City of Lino Lakes to develop appropriate trail connections between the two cities. There is a trail along CSAH 8 that connects the two cities. If development occurs along the border of the cities, this will continue to be evaluated. 65. Through City plan review, the City shall require appropriate screening of developments adjacent to land use changes and natural resources as deemed necessary by the City. This measure has been followed and will continue to apply. 66. The City shall provide municipal services to the study area. These services include storm sewer systems, sanitary and water service, and City streets. These services will be constructed as part of development. This measure has been followed and will continue to apply. 67. The City shall continue to implement its CIP to locate and provide community facilities to its residents. This measure has been followed and will continue to apply. 68. The City shall continue to work with the White Bear School District to address the needs for additional elementary schools. Oneka Elementary School was constructed within Waters Edge and Heritage Ponds. VI. AUAR Update Review Pursuant to Minnesota Rules 4410.3610 Subp. 7, this AUAR Update has been submitted for a ten-day comment period. The City Council will consider adoption of this document after the required ten-day comment period. The Everton Avenue AUAR will remain valid for an additional five years from the adoption date. Final Alternative Urban Areawide Review Update Page 13 Everton Avenue Neighborhood City of Hugo, MN WSB Project No. 10373 August 2017 Appendix A - Figures 0 So • � ... 6 � ffj - 4 S7REFF t) _Vestona t3 ,�Jj 4 VA N . .. ! • • •. ' ' P , @ - ... y 1 • 40 ' • vJ 1` i +w • _� 17 1 a \SJj Trailer 'Fr uQ f O>�e15 f 4 ts • __s . b ■ a stet antra .. •y •• -■-• ... ' 9>rt7 _ 935CP - \ Z Ca ,• a• {i Study Area Copyrigh 0.13 National - ,,} „ ,: CITY OF Figure 1 - Site Location Map Everton AUAR Update N 0 A 1,500 WSB FST. 190f Feet Hugo, M N 1 inch = 1,500 feet - Prairie Village wMI w Area D VVate Edg .� a eri a ge Ponds }.. - North j R, 7 Undeveloped Areas Area A Waters 2012 AUAR Edge - 2017 AUAR South Victor Frenchman Place Gardens - North j Area 7 i Area B X r - CITY of Figure 2 - Developed & Undeveloped Areas AL LHU Everton AUAR Update N 0 1,500 WSB BST. 1906 Feet Hugo, M N 1 inch = 1,500 feet Study Area j 7 Undeveloped Areas 2007 AUAR 2012 AUAR - 2017 AUAR CITY of Figure 2 - Developed & Undeveloped Areas AL LHU Everton AUAR Update N 0 1,500 WSB BST. 1906 Feet Hugo, M N 1 inch = 1,500 feet 1Rn I S2nTH Sidewalks & Trails Existing City Trail Regional Trail Sidewalk Snowmobile Trail Proposed ....•... Regional Trails gigolos. City Trails County Trails N WE S 0 0.25 0.5 1 Miles City of Hugo March 15, 2010 Appendix B - DNR Natural Heritage Database Review DEPARTMENT OF NATURAL RESOURCES Minnesota Department of Natural Resources Division of Ecological & Water Resources 500 Lafayette Road, Box 25 St. Paul, MN 55155-4025 August 25, 2017 Correspondence # ERDB 20180086 Mr. Matt Unmacht WSB & Associates, Inc. 701 Xenia Avenue South, Suite 300 Minneapolis, MN 55416 RE: Natural Heritage Review of the proposed Everton AUAR Update, T31W R21W Sections 7, 8, 17, 18, & 19; Washington Couny Dear Mr. Unmacht, The Minnesota Natural Heritage Information System has been queried to determine if any rare species or other significant natural features are known to occur within an approximate one -mile radius of the project area. For the results of this query, please refer to the enclosed database reports (please visit the Rare Species Guide at http://www.dnr.state.mn.us/rsg/index.html for more information on the biology, habitat use, and conservation measures of these rare species). I am providing the database reports only and have not evaluated the potential for the proposed project to adversely affect these rare features. Please note that the enclosed reports include records from the Rare Features Database only. The project area is partially within a Central Region Regionally Significant Ecological Area (RSEA) that is ranked Outstanding. The DNR Central Region (in partnership with the Metropolitan Council for the 7 -county metro area), identified these ecologically significant terrestrial and wetland areas by conducting a landscape -scale assessment based on the size and shape of the ecological area, land cover within the ecological area, adjacent land cover/use, and connectivity to other ecological areas. The purpose of the data is to inform regional scale land use decisions, especially as it relates to balancing development and natural resource protection. A GIS shapefile of this data layer can be downloaded from the MN Geospatial Commons at https://gisdata.mn.gov/. Additional information, including pdf versions of the RSEA maps, is available at http://www.dnr.state.mn.us/rsea/index.htmi. The Natural Heritage Information System (NHIS), a collection of databases that contains information about Minnesota's rare natural features, is maintained by the Division of Ecological and Water Resources, Department of Natural Resources. The NHIS is continually updated as new information becomes available, and is the most complete source of data on Minnesota's rare or otherwise significant species, native plant communities, and other natural features. However, the NHIS is not an exhaustive inventory and thus does not represent all of the occurrences of rare features within the state. Therefore, ecologically significant features for which we have no records may exist within the project area. If additional information becomes available regarding rare features in the vicinity of the project, further review may be necessary. The enclosed results include an Index Report and a Detailed Report of records in the Rare Features Database, the main database of the NHIS. To control the release of specific location information, which might result in the destruction of a rare feature, both reports are copyrighted. The Index Report provides rare feature locations only to the nearest section, and may be reprinted, unaltered, in an environmental review document (e.g., EAW or EIS), municipal natural resource plan, or report compiled by your company for the project listed above. If you wish to reproduce the index report for any other purpose, please contact me to request written permission. The Detailed Report is for your personal use only as it may include specific location information that is considered nonpublic data under Minnesota Statutes, section 84.0872, subd. 2. If you wish to reprint or publish the Detailed Report for any purpose, please contact me to request written permission. For environmental review purposes, the results of this Natural Heritage Review are valid for one year; the results are only valid for the project location (noted above) and the project description provided on the NHIS Data Request Form. Please contact me if project details change or for an updated review if construction has not occurred within one year. The Natural Heritage Review does not constitute review or approval by the Department of Natural Resources as a whole. Instead, it identifies issues regarding known occurrences of rare features and potential effects to these rare features. If you have not done so already, please contact your DNR Regional Environmental Assessment Ecologist to determine whether there are other natural resource concerns associated with the proposed project (contact information available at http://www.dnr.state.mn.us/eco/ereview/erp regioncontacts.html). Please be aware that additional site assessments or review may be required. Thank you for consulting us on this matter, and for your interest in preserving Minnesota's rare natural resources. Please include a copy of this letter in any state or local license or permit application. Please note that measures to avoid or minimize disturbance to the above rare features may be included as restrictions or conditions in any required permits or licenses. An invoice will be mailed to you under separate cover. Sincerely, I Samantha Bump Natural Heritage Review Specialist Samantha. Bump@state.mn.us Enc. Rare Features Database: Index Report & Detailed Report Rare Features Database Reports: An Explanation of Fields Blanding's Turtle Fact Sheet & Flyer Wildlife Friendly Erosion Control Cc: Becky Horton, Leslie Parris Minnesota Department of Natural Resources • Ecological & Water Resources 500 Lafayette Road, St. Paul, MN 55155 Printed August 2017 Data valid for one year Rare Features Database: Element Name and Occurrence Number Minnesota Natural Heritage Information System Index Report of records within 1 mile radius of: ERDB #20180086 - Everton AUAR Update T31W R21W Sections 7,8, 17,18, & 19 Washington County Page 1 of 3 Federal MN Draft SGCN State Global Last Obs EO ID # Status Status Status Status Rank Rank Date Vertebrate Animal Bartramia lon icg auda (Upland Sandpiper) #243 Watchlist SGCN S413 G5 1990-06-18 11507 T31N R21W S18, T31N R22W S24, T31N R21W 519, T31N R22W 513; Anoka, Washington County Emydoidea blandingii (Blanding's Turtle) #464 THR SGCN T31N R21W 516, T31N R21W S8, T31N R21W 520, T31N R21W S17; Washington County Emydoidea blandingii (Blanding's Turtle) #493 THR SGCN T31N R21W 518, T31N R22W S24, T31N R21W 519; Anoka, Washington County Emydoidea blandingii (Blanding's Turtle) #862 THR SGCN T31N R21W S30, T31N R21W S29, T31N R21W 520, T31N R21W S19; Washington County Haliaeetus leucocephalus (Bald Eagle) #1771 Watchlist T31N R21W S21; Washington County S2 G4 2006-05-14 10834 S2 G4 1989-09-05 11219 S2 G4 1997-06-15 24989 S3B,S3N G5 1999 25340 Phalaropus tricolor (Wilson's Phalarope) #46 THR SGCN S2B G5 1989-06-27 9787 T31N R21W S8, T31N R21W S5; Washington County Vascular Plant Botrychium ru,gulosum (St. Lawrence Grapefern) #58 SPC T31N R21W S5; Washington County Viola lanceolata var. lanceolata (Lance -leaf Violet) #55 THR T31N R21W S5; Washington County Native Plant Community (This may not represent a complete list. Also see MCBS Native Plant Communities at http://deli.dnr.state.mn.us.) Alder - (Maple - Loosestrife) Swamp Type #471 (NPC Code: FPn73a) N/A T31N R21W S28, T31N R21W S29, T31N R21W S20, T31N R21W S21; Washington County Lake bed #2 (NPC Code:) N/A T31N R21W 520; Washington County Lake bed #3 (NPC Code:) N/A T31N R21W 516, T31N R21W S9; Washington County Copyright 2017, Division of Ecological and Water Resources, State of Minnesota DNR S3 G3 2003-08-23 32655 S2 G5T5 2003-08-23 32654 S5 GNR 1988-06-20 8537 SNR GNR 1988-06-20 8532 SNR GNR 1988-06-20 8533 T31N R21W S16, T31N R21W S17; Washington County Records Printed = 13 Minnesota's endangered species law (Minnesota Statutes, section 84.0895) and associated rules (Minnesota Rules, part 6212.1800 to 6212.2300 and 6134) prohibit the taking of threatened or endangered species without a permit. For plants, taking includes digging or destroying. For animals, taking includes pursuing, capturing, or killing. An Explanation of Fields: Element Name and Occurrence Number: The Element is the name of the rare feature. For plant and animal species records, this field holds the scientific name followed by the common name in parentheses; for all other elements it is solely the element name. Native plant community names correspond to Minnesota's Native Plant Community Classification (Version 2.0). The Occurrence Number, in combination with the Element Name, uniquely identifies each record. Federal Status: The status of the species under the U.S. Endangered Species Act: LE = endangered; LT = threatened; LE,LT = listed endangered in part of its range, listed threatened in another part of its range; LT,PDL = listed threatened, proposed for delisting; C = candidate for listing. If null or'No Status,' the species has no federal status. MN Status: The legal status of the plant or animal species under the Minnesota Endangered Species Law: END = endangered; THR = threatened; SPC = special concern; NON = tracked, but no legal status. Native plant communities, geological features, and colonial waterbird nesting sites do not have any legal status under the Endangered Species Law and are represented by a N/A. Draft Status: Proposed change to the legal status of the plant or animal species under the Minnesota Endangered Species Law: END = endangered; THR = threatened; SPC = special concern; Watchlist = tracked, but no legal status. SGCN Status: SGCN = The species is a Species in Greatest Conservation Need as identified in Minnesota's State Wildlife Action Plan (http://www.dnr.state.mn.us/cwcs/index.html). This designation applies to animals only. State Rank: Rank that best characterizes the relative rarity or endangerment of the taxon or plant community in Minnesota. The ranks do not represent a legal status. They are used by the Minnesota Department of Natural Resources to set priorities for research, inventory and conservation planning. The state ranks are updated as inventory information becomes available. Sl = Critically imperiled in Minnesota because of extreme rarity or because of some factor(s) making it especially vulnerable to extirpation from the state. S2 = Imperiled in Minnesota because of rarity or because of some factor(s) making it very vulnerable to extirpation from the state. S3 = Vulnerable in Minnesota either because rare or uncommon, or found in a restricted range, or because of other factors making it vulnerable to extirpation. S4 = Apparently secure in Minnesota, usually widespread. S5 = Demonstrably secure in Minnesota, essentially ineradicable under present conditions. SH = Of historical occurrence in the state, perhaps having not been verified in the past 20 years, but suspected to be still extant. An element would become SH without the 20 -year delay if the only known occurrences in the state were destroyed or if it had been extensively and unsuccessfully looked for. SNR = Rank not yet assessed. SU = Unable to rank. SX = Presumed extinct in Minnesota. SNA = Rank not applicable. S#S# = Range Rank: a numeric range rank (e.g., S2S3) is used to indicate the range of uncertainty about the exact status of the element. S#B, S#N = Used only for migratory Copyright 2017, Division of Ecological and Water Resources, State of Minnesota DNR Minnesota Natural Heritage Information System Page 2 of 3 Printed August 2017 Index Report of records within 1 mile radius of: Data valid for one year ERDB #20180086 - Everton AUAR Update T31W R21W Sections 7,8, 17,18, & 19 Washington County Rare Features Database: Federal MN Draft SGCN State Global Last Obs Element Name and Occurrence Number Status Status Status Status Rank Rank EO ID # Date Native Plant Community (This may not represent a complete list. Also see MCBS Native Plant Communities at http://deli.dnr.state.mn.us.) Northern Mixed Cattail Marsh Class #813 (NPC Code: MRn83) N/A S2 GNR 1988-06-20 8535 T31N R21W S29, T31N R21W S20; Washington County Northern Mixed Cattail Marsh Class #851 (NPC Code: MRn83) N/A S2 GNR 1988-06-20 8536 T31N R21W S16, T31N R21W S17; Washington County Records Printed = 13 Minnesota's endangered species law (Minnesota Statutes, section 84.0895) and associated rules (Minnesota Rules, part 6212.1800 to 6212.2300 and 6134) prohibit the taking of threatened or endangered species without a permit. For plants, taking includes digging or destroying. For animals, taking includes pursuing, capturing, or killing. An Explanation of Fields: Element Name and Occurrence Number: The Element is the name of the rare feature. For plant and animal species records, this field holds the scientific name followed by the common name in parentheses; for all other elements it is solely the element name. Native plant community names correspond to Minnesota's Native Plant Community Classification (Version 2.0). The Occurrence Number, in combination with the Element Name, uniquely identifies each record. Federal Status: The status of the species under the U.S. Endangered Species Act: LE = endangered; LT = threatened; LE,LT = listed endangered in part of its range, listed threatened in another part of its range; LT,PDL = listed threatened, proposed for delisting; C = candidate for listing. If null or'No Status,' the species has no federal status. MN Status: The legal status of the plant or animal species under the Minnesota Endangered Species Law: END = endangered; THR = threatened; SPC = special concern; NON = tracked, but no legal status. Native plant communities, geological features, and colonial waterbird nesting sites do not have any legal status under the Endangered Species Law and are represented by a N/A. Draft Status: Proposed change to the legal status of the plant or animal species under the Minnesota Endangered Species Law: END = endangered; THR = threatened; SPC = special concern; Watchlist = tracked, but no legal status. SGCN Status: SGCN = The species is a Species in Greatest Conservation Need as identified in Minnesota's State Wildlife Action Plan (http://www.dnr.state.mn.us/cwcs/index.html). This designation applies to animals only. State Rank: Rank that best characterizes the relative rarity or endangerment of the taxon or plant community in Minnesota. The ranks do not represent a legal status. They are used by the Minnesota Department of Natural Resources to set priorities for research, inventory and conservation planning. The state ranks are updated as inventory information becomes available. Sl = Critically imperiled in Minnesota because of extreme rarity or because of some factor(s) making it especially vulnerable to extirpation from the state. S2 = Imperiled in Minnesota because of rarity or because of some factor(s) making it very vulnerable to extirpation from the state. S3 = Vulnerable in Minnesota either because rare or uncommon, or found in a restricted range, or because of other factors making it vulnerable to extirpation. S4 = Apparently secure in Minnesota, usually widespread. S5 = Demonstrably secure in Minnesota, essentially ineradicable under present conditions. SH = Of historical occurrence in the state, perhaps having not been verified in the past 20 years, but suspected to be still extant. An element would become SH without the 20 -year delay if the only known occurrences in the state were destroyed or if it had been extensively and unsuccessfully looked for. SNR = Rank not yet assessed. SU = Unable to rank. SX = Presumed extinct in Minnesota. SNA = Rank not applicable. S#S# = Range Rank: a numeric range rank (e.g., S2S3) is used to indicate the range of uncertainty about the exact status of the element. S#B, S#N = Used only for migratory Copyright 2017, Division of Ecological and Water Resources, State of Minnesota DNR Minnesota Natural Heritage Information System Printed August 2017 Index Report of records within 1 mile radius of: Data valid for one year ERDB #20180086 - Everton AUAR Update T31W R21W Sections 7,8, 17,18, & 19 Washington County animals, whereby B refers to the breeding population of the element in Minnesota and N refers to the non -breeding population of the element in Minnesota Page 3 of 3 Global Rank: The global (i.e., range -wide) assessment of the relative rarity or imperilment of the species or community. Ranges from G1 (critically imperiled due to extreme rarity on a world-wide basis) to G5 (demonstrably secure, though perhaps rare in parts of its range). Global ranks are determined by NatureServe, an international network of natural heritage programs and conservation data centers. Last Observed Date: Date that the Element Occurrence was last observed to be extant at the site in format YYY-MM-DD. EO ID #: Unique identifier for each Element Occurrence record. Element Occurrence: An area of land and/or water in which an Element (i.e., a rare species or community) is, or was, present, and which has practical conservation value for the Element as evidenced by potential continued (or historical) presence and/or regular recurrence at a given location. Specifications for each species determine whether multiple observations should be considered 1 Element Occurrence or 2, based on minimum separation distance and barriers to movement. Copyright 2017, Division of Ecological and Water Resources, State of Minnesota DNR Rare Features Database Reports: An Explanation of Fields The Rare Features Database is part of the Natural Heritage Information System, and is maintained by the Division of Ecological and Water Resources, Minnesota Department of Natural Resources (DNR). **Please note that the database reports are copyrighted and may not be reproduced without permission** Field Name: [Full (non -abbreviated) field name, if different]. Further explanation of field. -E- Element Name and Occ #: [Element Name and Occurrence Number]. The Element is the name of the rare feature. For plant and animal species records, this field holds the scientific name followed by the common name in parentheses; for all other elements (such as native plant communities, which have no scientific name) it is solely the element name. Native plant community names correspond to Minnesota's Native Plant Community Classification (Version 2.0). The Occurrence Number, in combination with the Element Name, uniquely identifies each record. EO Data: [Element Occurrence Data]. For species elements, this field contains data collected on the biology of the Element Occurrence* (EO), including the number of individuals, vigor, habitat, soils, associated species, peculiar characteristics, etc. For native plant community elements, this field is a summary text description of the vegetation of the EO, including structure (strata) and composition (dominant/characteristic species), heterogeneity, successional stage/dynamics, any unique aspects of the community or additional noteworthy species (including animals). Note that this is a new field and it has not been filled out for many of the records that were collected prior to conversion to the new database system. Some of the information meeting the field definition may be found in the General Description field. EO ID#: [Element Occurrence Identification Number]. Unique identifier for each Element Occurrence record. EO Rank: [Element Occurrence Rank]. An evaluation of the quality and condition of an Element Occurrence (EO) from A (highest) to D (lowest). Represents a comparative evaluation of: 1) quality as determined by representativeness of the occurrence especially as compared to EO specifications and including maturity, size, numbers, etc. 2) condition (how much has the site and the EO itself been damaged or altered from its optimal condition and character). 3) viability (the long-term prospects for continued existence of this occurrence - used in ranking species only). EO Ranks are assigned based on recent fieldwork by knowledgeable individuals. Extent Known?: A value that indicates whether the full extent of the Element is known (i.e., it has been determined through field survey) at that location. If null, the value has not been determined. -F- Federal Status: Status of species under the U. S. Endangered Species Act: LE = endangered; LT = threatened; LE,LT = listed endangered in part of its range, listed threatened in another part of its range; LT,PDL = listed threatened, proposed for delisting; C = candidate for listing. If null or "No Status" the species has no federal status. First Observed Date: Date that the Element Occurrence was first reported at the site in format YYYY-MM-DD. A year followed by "Pre" indicates that the observed date was sometime prior to the date listed, but the exact date is unknown. -G- General Description: General description or word picture of the area where the Element Occurrence (EO) is located (i.e., the physical setting/context surrounding the EO), including a list of adjacent communities. When available, information on surrounding land use may be included. Note that the information tracked in this field is now more narrowly defined than it was in the old database system, and some of the information still in this field more accurately meets the definition of the new EO Data field. We are working to clean up the records so that the information in the two fields corresponds to the current field explanations described herein. Also note that the use of uppercase in sentences in this field is not significant but rather an artifact of transferring data from the old database system to the new system. Global Rank: The global (i.e., range -wide) assessment of the relative rarity or imperilment of the species or community. Ranges from G1 (critically imperiled due to extreme rarity on a world-wide basis) to G5 (demonstrably secure, though perhaps rare in parts of its range). Global ranks are determined by NatureServe, an international network of natural heritage programs and conservation data centers. _L_ Last Observed Date: Date that the Element Occurrence was last observed to be extant at the site in format YYYY-MM-DD. Last Survey Date: Date of the most recent field survey for the Element Occurrence, regardless of whether it was found during the visit. If the field is blank, assume the date is the same as the Last Observed Date. Location Description: County or Counties in which the Element Occurrence was documented followed by Township, Range, and Section information (not listed in any particular order). Each unique Township, Range, and Section combination is separated by a comma. In some cases, there are too many Township, Range, and Section combinations to list in the field, in which case, the information will be replaced with, "Legal description is too lengthy to fit in allotted space". _M_ Managed Area(s): Name of the federally, state, locally, or privately managed park, forest, refuge, preserve, etc., containing the occurrence, if any. If this field is blank, the element probably occurs on private land. If "(Statutory Boundary)" occurs after the name of a managed area, the location may be a private inholding within the statutory boundary of a state forest or park. MN Status: [Minnesota Status]. Legal status of plant and animal species under the Minnesota Endangered Species Law: END = endangered; THR = threatened; SPC = special concern; NON = tracked, but no legal status. Native plant communities, geological features, and colonial waterbird nesting sites do not have any legal status under the Endangered Species Law and are represented by a N/A. -N- NPC Classification (v1.5): Native plant community name in Minnesota's Native Vegetation: A Key to Natural Communities (Version 1.5). This earlier classification has been replaced by Minnesota's Native Plant Community Classification (Version 2.0). -O- Observed Area: The total area of the Element Occurrence, in acres, which is measured or estimated during fieldwork. If null, the value has not been determined. Ownership Type: Indicates whether the land on which the Element Occurrence was located was publicly or privately owned; for publicly owned land, the agency with management responsibility is listed, if known. _S_ Site Name: The name of the site(s) where the Element Occurrence is located. Sites are natural areas of land with boundaries determined and mapped according to biological and ecological considerations. Survey Site #/Name: The name of the survey site, if applicable, where the Element Occurrence is located. Survey sites are sites that provide a geographic framework for recording and storing data, but their boundaries are not based on biological and ecological considerations. Minnesota County Biological Survey site numbers, if applicable, are also listed in this field. Survey Type: Information on the type of survey used to collect information on the Element Occurrence. Surveyor(s): Name(s) of the person(s) that collected survey information on the Element Occurrence. State Rank: Rank that best characterizes the relative rarity or endangerment of the taxon or plant community in Minnesota. The ranks do not represent a legal status. They are used by the Minnesota Department of Natural Resources to set priorities for research, inventory and conservation planning. The state ranks are updated as inventory information becomes available. S 1 = Critically imperiled in Minnesota because of extreme rarity or because of some factor(s) making it especially vulnerable to extirpation from the state. S2 = Imperiled in Minnesota because of rarity or because of some factor(s) making it very vulnerable to extirpation from the state. S3 = Vulnerable in Minnesota either because rare or uncommon, or found in a restricted range, or because of other factors making it vulnerable to extirpation. S4 = Apparently secure in Minnesota, usually widespread. S5 = Demonstrably secure in Minnesota, essentially ineradicable under present conditions. SH = Of historical occurrence in the state, perhaps having not been verified in the past 20 years, but suspected to be still extant. An element would become SH without the 20 -year delay if the only known occurrences in the state were destroyed or if it had been extensively and unsuccessfully looked for. SNR = Rank not yet assessed. SU = Unable to rank. SX = Presumed extinct in Minnesota. SNA = Rank not applicable. S#S# = Range Rank: a numeric range rank (e.g., S2S3) is used to indicate the range of uncertainty about the exact status of the element. S#B, S#N = Used only for migratory animals, whereby B refers to the breeding population of the element in Minnesota and N refers to the non -breeding population of the element in Minnesota. _V_ Vegetation Plot: Code(s) for any vegetation plot data that have been collected within this Element Occurrence (i.e., either Releve Number or the word "RELEVE" indicates that a releve has been collected). * Element Occurrence — an area of land and/or water in which an Element (i.e., a rare species or community) is, or was, present, and which has practical conservation value for the Element as evidenced by potential continued (or historical) presence and/or regular recurrence at a given location. Specifications for each species determine whether multiple observations should be considered 1 Element Occurrence or 2, based on minimum separation distance and barriers to movement. Data Security Locations of some rare features must be treated as sensitive information because widespread knowledge of these locations could result in harm to the rare features. For example, wildflowers such as orchids and economically valuable plants such as ginseng are vulnerable to exploitation by collectors; other species, such as bald eagles, are sensitive to disturbance by observers. For this reason, we prefer that publications not identify the precise locations of vulnerable species. We suggest describing the location only to the nearest section. If this is not acceptable for your purposes, please call and discuss this issue with the Natural Heritage Review Coordinator at 651- 259-5109. Revised 9/2010 Environmental Review Fact Sheet Series Endangered, Threatened, and Special Concern Species of Minnesota Blandings Turtle (Emydoidea blandingia) Minnesota Status: Threatened State Rank': S2 Federal Status: none Global Rank': G4 HABITAT USE Blanding's turtles need both wetland and upland habitats to complete their life cycle. The types of wetlands used include ponds, marshes, shrub swamps, bogs, and ditches and streams with slow-moving water. In Minnesota, Blanding's turtles are primarily marsh and pond inhabitants. Calm, shallow water bodies (Type 1-3 wetlands) with mud bottoms and abundant aquatic vegetation (e.g., cattails, water lilies) are preferred, and extensive marshes bordering rivers provide excellent habitat. Small temporary wetlands (those that dry up in the late summer or fall) are frequently used in spring and summer -- these fishless pools are amphibian and invertebrate breeding habitat, which provides an important food source for Blanding's turtles. Also, the warmer water of these shallower areas probably aids in the development of eggs within the female turtle. Nesting occurs in open (grassy or brushy) sandy uplands, often some distance from water bodies. Frequently, nesting occurs in traditional nesting grounds on undeveloped land. Blanding's turtles have also been known to nest successfully on residential property (especially in low density housing situations), and to utilize disturbed areas such as farm fields, gardens, under power lines, and road shoulders (especially of dirt roads). Although Blanding's turtles may travel through woodlots during their seasonal movements, shady areas (including forests and lawns with shade trees) are not used for nesting. Wetlands with deeper water are needed in times of drought, and during the winter. Blanding's turtles overwinter in the muddy bottoms of deeper marshes and ponds, or other water bodies where they are protected from freezing. LIFE HISTORY Individuals emerge from overwintering and begin basking in late March or early April on warm, sunny days. The increase in body temperature which occurs during basking is necessary for egg development within the female turtle. Nesting in Minnesota typically occurs during June, and females are most active in late afternoon and at dusk. Nesting can occur as much as a mile from wetlands. The nest is dug by the female in an open sandy area and 6-15 eggs are laid. The female turtle returns to the marsh within 24 hours of laying eggs. After a development period of approximately two months, hatchlings leave the nest from mid-August through early -October. Nesting females and hatchlings are often at risk of being killed while crossing roads between wetlands and nesting areas. In addition to movements associated with nesting, all ages and both sexes move between wetlands from April through November. These movements peak in June and July and again in September and October as turtles move to and from overwintering sites. In late autumn (typically November), Blanding' s turtles bury themselves in the substrate (the mud at the bottom) of deeper wetlands to overwinter. IMPACTS / THREATS / CAUSES OF DECLINE • loss of wetland habitat through drainage or flooding (converting wetlands into ponds or lakes) • loss of upland habitat through development or conversion to agriculture • human disturbance, including collection for the pet trade* and road kills during seasonal movements • increase in predator populations (skunks, raccoons, etc.) which prey on nests and young *It is illegal to possess this threatened species. Minnesota DNR Division of Ecological Resources Environmental Review Fact Sheet Series. Blanding' s Turtle. 2 RECOMMENDATIONS FOR AVOIDING AND MINIMIZING IMPACTS These recommendations apply to typical construction projects and general land use within Blanding's turtle habitat, and are provided to help local governments, developers, contractors, and homeowners minimize or avoid detrimental impacts to Blanding's turtle populations. List 1 describes minimum measures which we recommend to prevent harm to Blanding's turtles during construction or other work within Blanding's turtle habitat. List 2 contains recommendations which offer even greater protection for Blanding's turtles populations; this list should be used in addition to the first list in areas which are known to be of state-wide importance to Blanding's turtles (contact the DNR's Natural Heritage and Nongame Research Program if you wish to determine if your project or home is in one of these areas), or in any other area where greater protection for Blanding's turtles is desired. List 1. Recommendations for all areas inhabited by List 2. Additional recommendations for areas known to Blanding's turtles. be of state-wide importance to Blanding's turtles. GENERAL A flyer with an illustration of a Blanding's turtle should be Turtle crossing signs can be installed adjacent to road - given to all contractors working in the area. Homeowners crossing areas used by Blanding's turtles to increase public should also be informed of the presence of Blanding's awareness and reduce road kills. turtles in the area. Turtles which are in imminent danger should be moved, by Workers in the area should be aware that Blanding s hand, out of harms way. Turtles which are not in turtles nest in June, generally after 4pm, and should be imminent danger should be left undisturbed. advised to minimize disturbance if turtles are seen. If a Blanding's turtle nests in your yard, do not disturb theIf you would like to provide more protection for a nest. Blanding's turtle nest on your property, see "Protecting Blanding's Turtle Nests" on page 3 of this fact sheet. Silt fencing should be set up to keep turtles out of Construction in potential nesting areas should be limited to construction areas. It is critical that silt fencing be the period between September 15 and June 1 (this is the removed after the area has been revegetated. time when activity of adults and hatchlings in upland areas is at a minimum). WETLANDS Small, vegetated temporary wetlands (Types 2 & 3) should Shallow portions of wetlands should not be disturbed not be dredged, deepened, filled, or converted to storm during prime basking time (mid morning to mid- afternoon water retention basins (these wetlands provide important in May and June). A wide buffer should be left along the habitat during spring and summer). shore to minimize human activity near wetlands (basking Blanding's turtles are more easily disturbed than other turtle species). Wetlands should be protected from pollution; use of Wetlands should be protected from road, lawn, and other fertilizers and pesticides should be avoided, and run-off chemical run-off by a vegetated buffer strip at least 50' from lawns and streets should be controlled. Erosion wide. This area should be left unmowed and in a natural should be prevented to keep sediment from reaching condition. wetlands and lakes. ROADS Roads should be kept to minimum standards on widths and Tunnels should be considered in areas with concentrations lanes (this reduces road kills by slowing traffic and of turtle crossings (more than 10 turtles per yearper 100 reducing the distance turtles need to cross). meters of road), and in areas of lower density if the level of road use would make a safe crossing impossible for turtles. Contact your DNR Regional Nongame Specialist for further information on wildlife tunnels. Roads should be ditched, not curbed or below grade. If Roads should be ditched, not curbed or below grade. curbs must be used, 4 inch high curbs at a 3:1 slope are preferred (Blanding's turtles have great difficulty climbing traditional curbs; curbs and below grade roads trap turtles on the road and can cause road kills). Minnesota DNR Division of Ecological Resources Environmental Review Fact Sheet Series. Blanding' s Turtle. ROADS cont. Culverts between wetland areas, or between wetland areas and nesting areas, should be 36 inches or greater in diameter, and elliptical or flat-bottomed. Wetland crossings should be bridged, or include raised roadways with culverts which are 36 in or greater in diameter and flat-bottomed or elliptical (raised roadways discourage turtles from leaving the wetland to bask on roads). Culverts under roads crossing streams should be oversized (at least twice as wide as the normal width of open water) and flat-bottomed or elliptical. Road placement should avoid separating wetlands from adjacent upland nesting sites, or these roads should be fenced to prevent turtles from attempting to cross them (contact your DNR Nongame Specialist for details). Road placement should avoid bisecting wetlands, or these roads should be fenced to prevent turtles from attempting to cross them (contact your DNR Nongame Specialist for details). This is especially important for roads with more than 2 lanes. Roads crossing streams should be bridged. UTILITIES Utility access and maintenance roads should be kept to a minimum (this reduces road -kill potential). Because trenches can trap turtles, trenches should be checked for turtles prior to being backfilled and the sites should be returned to original grade. LANDSCAPING AND VEGETATION MANAGEMENT Terrain should be left with as much natural contour as possible. Graded areas should be revegetated with native grasses and forbs (some non -natives form dense patches through which it is difficult for turtles to travel). Vegetation management in infrequently mowed areas -- such as in ditches, along utility access roads, and under power lines -- should be done mechanically (chemicals should not be used). Work should occur fall through spring (after October 1" and before June 1't ) As much natural landscape as possible should be preserved (installation of sod or wood chips,paving, and planting of trees within nesting habitat can make that habitat unusable to nesting Blanding's turtles). Open space should include some areas at higher elevations for nesting. These areas should be retained in native vegetation, and should be connected to wetlands by a wide corridor of native vegetation. Ditches and utility access roads should not be mowed or managed through use of chemicals. If vegetation management is required, it should be done mechanically, as infrequently as possible, and fall through spring (mowing can kill turtles present during mowing, and makes it easier for predators to locate turtles crossing roads). Protecting Blanding's Turtle Nests: Most predation on turtle nests occurs within 48 hours after the eggs are laid. After this time, the scent is gone from the nest and it is more difficult for predators to locate the nest. Nests more than a week old probably do not need additional protection, unless they are in a particularly vulnerable spot, such as a yard where pets may disturb the nest. Turtle nests can be protected from predators and other disturbance by covering them with a piece of wire fencing (such as chicken wire), secured to the ground with stakes or rocks. The piece of fencing should measure at least 2 ft. x 2 ft., and should be of medium sized mesh (openings should be about 2 in. x 2 in.). It is very important that the fencing be removed before August 1St so the young turtles can escape from the nest when they hatch! REFERENCES 'Association for Biodiversity Information. "Heritage Status: Global, National, and Subnational Conservation Status Ranks." NatureServe. Version 1.3 (9 April 2001). http://www.natureserve.or /rg anking htm (15 April 2001). Coffin, B., and L. Pfannmuller. 1988. Minnesota's Endangered Flora and Fauna. University of Minnesota Press, Minneapolis, 473 pp. Minnesota DNR Division of Ecological Resources Environmental Review Fact Sheet Series. Blanding' s Turtle. 4 REFERENCES (cont.) Moriarty, J. J., and M. Linck. 1994. Suggested guidelines for projects occurring in Blanding's turtle habitat. Unpublished report to the Minnesota DNR. 8 pp. Oldfield, B., and J. J. Moriarty. 1994. Amphibians and Reptiles Native to Minnesota. University of Minnesota Press, Minneapolis, 237 pp. Sajwaj, T. D., and J. W. Lang. 2000. Thermal ecology of Blanding' s turtle in central Minnesota. Chelonian Conservation and Biology 3(4):626-636. Compiled by the Minnesota Department of Natural Resources Division of Ecological Resources, Updated March 2008 Endangered Species Environmental Review Coordinator, 500 Lafayette Rd., Box 25, St. Paul, MN 55155 / 651-259-5109 CAUTION BLANDING'S TURTLES MAY BE ENCOUNTERED IN THIS AREA The unique and rare Blanding's turtle has been found in this area. Blanding's turtles are state -listed as Threatened and are protected under Minnesota Statute 84.095, Protection of Threatened and Endangered Species. Please be careful of turtles on roads and in construction sites. For additional information on turtles, or to report a Blanding's turtle sighting, contact the DNR Nongame Specialist nearest you: Bemidji (218-308-2641); Grand Rapids (218-327-4518); New Ulm (507-359-6033); Rochester (507-206-2820); or St. Paul (651-259-5772). DESCRIPTION: The Blanding's turtle is a medium to large turtle (5 to 10 inches) with a black or dark blue, dome-shaped shell with muted yellow spots and bars. The bottom of the shell is hinged across the front third, enabling the turtle to pull the front edge of the lower shell firmly against the top shell to provide additional protection when threatened. The head, legs, and tail are dark brown or blue -gray with small dots of light brown or yellow. A distinctive field mark is the bright yellow chin and neck. BLANDING'S TURTLES DO NOT MAKE GOOD PETS IT IS ILLEGAL TO KEEP THIS THREATENED SPECIES IN CAPTIVITY SUMMARY OF RECOMMENDATIONS FOR AVOIDING AND MINIMIZING IMPACTS TO BLANDING'S TURTLE POPULATIONS (see Blandings Turtle Fact Sheet for full recommendations) • This flyer should be given to all contractors working in the area. Homeowners should also be informed of the presence of Blanding's turtles in the area. • Turtles that are in imminent danger should be moved, by hand, out of harm's way. Turtles that are not in imminent danger should be left undisturbed to continue their travel among wetlands and/or nest sites. • If a Blanding's turtle nests in your yard, do not disturb the nest and do not allow pets near the nest. • Silt fencing should be set up to keep turtles out of construction areas. It is critical that silt fencing be removed after the area has been revegetated. • Small, vegetated temporary wetlands should not be dredged, deepened, or filled. • All wetlands should be protected from pollution; use of fertilizers and pesticides should be avoided, and run-off from lawns and streets should be controlled. Erosion should be prevented to keep sediment from reaching wetlands and lakes. • Roads should be kept to minimum standards on widths and lanes. • Roads should be ditched, not curbed or below grade. If curbs must be used, 4" high curbs at a 3:1 slope are preferred. • Culverts under roads crossing wetland areas, between wetland areas, or between wetland and nesting areas should be at least 36 in. diameter and flat-bottomed or elliptical. • Culverts under roads crossing streams should be oversized (at least twice as wide as the normal width of open water) and flat-bottomed or elliptical. • Utility access and maintenance roads should be kept to a minimum. • Because trenches can trap turtles, trenches should be checked for turtles prior to being backfilled and the sites should be returned to original grade. • Terrain should be left with as much natural contour as possible. • Graded areas should be revegetated with native grasses and forbs. • Vegetation management in infrequently mowed areas -- such as in ditches, along utility access roads, and under power lines -- should be done mechanically (chemicals should not be used). Work should occur fall through spring (after October 1St and before June 1S) Compiled by the Minnesota Department of Natural Resources Division of Ecological and Water Resources, Updated August 2012 Endangered Species Review Coordinator, 500 Lafayette Rd., Box 25, St. Paul, MN 55155 / 651-259-5109 Preventing Entanglement by Erosion Control Blanket Plastic mesh netting is a common component in erosion control blanket. It is utilized to hold loose fibrous materials in place (EG straw) until vegetation is established. Erosion control blanket is being utilized extensively and is effective for reducing soil erosion, benefitting both soil health and water quality. Unfortunately there is a negative aspect of the plastic mesh component: It is increasingly being documented that its interaction with reptiles and amphibians can be fatal (Barton and Kinkead, 2005; Kapfer and Paloski, 2011). Mowing machinery is also susceptible to damage due to the long lasting plastic mesh. Potential Problems: • Plastic netting remains a hazard long after other components have decomposed. • Plastic mesh netting can result in entanglement and death of a variety of small animals. The most vulnerable group of animals are the reptiles and amphibians (snakes, frogs, toads, salamanders, turtles). Ducklings, small mammals, and fish have also been observed entangled in the netting. • Road maintenance machinery can snag the plastic mesh and pull up long lengths into machinery, thus binding up machinery and causing damage and/or loss of time cleaning it out. Suggested Alternatives: • Do not use in known locations of reptiles or amphibians that are listed as Threatened or Endangered species. • Limit use of blanket containing welded plastic mesh to areas away from where reptiles or amphibians are likely (near wetlands, lakes, watercourses, or rock outcrops) or habitat transition zones (prairie — woodland edges, rocky outcrop — woodland edges, steep rocky slopes, etc.) • Select products with biodegradable netting (preferably made from natural fibers, though varieties of biodegradable polyesters also exist on the market). Biodegradable products will degrade under a variety of moisture and light conditions. • DO NOT use products that require UV -light to degrade (also called "photodegradable") as they do not degrade properly when shaded by vegetation. Solution: Most categories of erosion control blanket and sediment control logs are available in natural net options. • Specify `Natural Netting' for rolled erosion control products, per MnDOT Spec 3885. See Table 3885-1. • Specify `Natural Netting' for sediment control logs, per MnDOT Spec 3897 k. 07 The plastic mesh component of erosion control blanket becomes a net for entrapment. Literature Referenced Barton, C. and K. Kinkead. 2005. Do erosion control and snakes mesh? Soil and Water Conservation Society 60:33A -35A. Kapfer, J.M., and R.A. Paloski. 2011. On the threat to snakes of mesh deployed for erosion control and wildlife exclusion. Herpetological Conservation and Biology 6:1-9. (http://www.dnr.state.mn.us/waters/watermgmt section /pwpermits/gp 2004 0001 manual.html) Best Practices for Meeting DNR GP 2004-0001 (version 4, October 2014) Chapter 1, Page 25 Appendix C - Comments and Responses A WSB — 701 Xenia Avenue South I Suite 3001 Minneapolis, MN 55416 1 (763) 541-4800 Memorandum To: LisaBeth Barajas, Metropolitan Council Karen Scheffing, MnDOT Karen Kromar, MPCA Rebecca Horton, DNR From: Andi Moffatt, WSB Date: September 22, 2017 Re: Everton Avenue AUAR Update — Responses to Comments WSB Project No. 2121-810 The City of Hugo received comments from the Metropolitan Council, Minnesota Department of Natural Resources (DNR), Minnesota Pollution Control Agency (MPCA), and Minnesota Department of Transportation (MnDOT) regarding the 2017 Everton Avenue AUAR Update. Responses to these comments are provided below. Metropolitan Council Comment 1: The staff review has concluded that the AUAR is complete and accurate with respect to regional concerns and does not raise major issues of consistency with Council policies. Response 1: No response required. Minnesota Department of Natural Resources Comment 1: It should be noted that, as stated in the NHIS correspondence letter included in Appendix B of the AUAR Update, the proposed activities were not evaluated for their potential to adversely affect rare features identified in the Index Report. As development continues and as permits are acquired, we recommended that the City consider the potential for impacts to rare features as it pertains to the current activity, as well as to how the entire project may cumulatively affect rare features. Response 1: The City will use the DNR NHIS information as part of the development review process as the study area continues to develop. This information, along with the mitigation measures in the AUAR, will be used to review development projects. Comment 2: The project area is partially within an area identified as a Central Region Regionally Significant Ecological Area that is ranked as Outstanding. As such, we continue to encourage that the City consider in project planning, ways to maintain wildlife corridors and to preserve blocks of habitat as feasible. The DNR is available to help identify which areas wildlife may benefit from this the most. This would go towards avoidance and mitigation for potential impacts to rare features. The DNR also recommends that future AUAR updates include a discussion of what mitigation has been incorporated into project planning, such as those recommendations provided and discussed within the AUAR as they pertain to Blanding's turtles (e.g. oversized culverts and wildlife -friendly erosion control mesh). Response 2: As development occurs, the City is engaging developers to maintain green and open space per the original AUAR Figure 9's depiction of general greenway corridors in the study area. This effort has occurred and will continue to be implemented. The City will also include the need for wildlife friendly construction methods such as the erosion control mesh and culvert design in discussions with project proposers. Building a legacy — your legacy. Equal Opportunity Employer I wsbeng.com K:\010373-000\Admin\Docs\Comment Letters\MEMO - 092217 - commentresponse V2.docx September 22, 2017 Page 2 Minnesota Pollution Control Agency Comment 1: Permits and Approvals: The AUAR Update indicates that a Clean Water Act (CWA) Section 404 Permit from the U.S. Army Corps of Engineers (USACE) for project related wetland impacts may be necessary. Please be aware that if a USACE Section 404 Individual Permit is required for any project activity, then an MPCA CWA Section 401 Water Quality Certification or waiver must also be obtained as part of the permitting process. The Section 401 Water Quality Certification ensures that the activity will comply with the state water quality standards. Any conditions required within the MPCA 401 Certificate are then incorporated into the USACE 404 Permit. You can find additional information about the MPCA's 401 Certification process at https:/ /www.pca.state.mn.us/water/clean-water-act-section-401-water-quality- certifications. For further information about the 401 Water Quality Certification process, please contact Jim Brist at 651-757-2245 or Bill Wilde at 651-757-2825. Response 1: Comment noted. Project proposers will be responsible for obtaining all necessary permits. Comment 2: Permits and Approvals: For new development, it may be necessary to obtain a Sanitary Sewer Extension Permit from the MPCA prior to construction. The application form and additional information on this process can be found at http://www.pca.state.mn.us/water/permits/index.htmI#sanitarysewer. Questions on the sanitary sewer extension permit process should be directed to Corey Mathisen at 651-757- 2554. Response 2: As projects are proposed, the need for permits will be evaluated and the project proposer will be required to obtain necessary approvals. Comment 3: Stormwater: Any project that will result in over 50 acres of disturbed area and has a discharge point within one mile of a special or impaired water, such as Hardwood Creek, is required to submit their Stormwater Pollution Prevention Plan (SWPPP) to the MPCA for a review at least 30 days prior to the commencement of land disturbing activities. If the SWPPP is found to be out of compliance with the terms and conditions of the General Permit, further delay may occur. The MPCA encourages the Project proposer to meet with staff at preliminary points to avoid this situation. Questions regarding SWPPPs should be directed to Todd Smith at 651- 757-2732. Response 3: Comment noted. Project proposers will be responsible for obtaining all necessary permits. Comment 4: Contamination/Spills: In the event of a spill or if contamination is discovered during development activities, it must be reported immediately to the State Duty Officer at 651-649- 5451 or 800-422-0798. Response 4: Comment noted. Project proposers are required to follow local and state environmental and water quality. Comment 5: Low Impact Design: The MPCA advocates the use of Low Impact Design (LID) practices to aid in the minimization of stormwater impacts. LID is a stormwater management approach and site -design technique that emphasizes water infiltration, values water as a resource, and promotes the use of natural systems to treat water runoff. Examples include: • Special ditches, arranged in a series, that soak up more water • Vegetated filter strips at the edges of paved surfaces • Trees or swales between rows of cars • Residential or commercial rain gardens designed to capture and soak in stormwater • Porous pavers, concrete and asphalt for sidewalks and parking lots • Narrower streets • Rain barrels and cisterns • Green roofs K:\010373-000\Admin\Docs\Comment Letters\MEMO - 092217 - commentresponse VIA— September 22, 2017 Page 3 LID concepts may be found in the State of Minnesota Stormwater Manual dated November 2005 located on the MPCA website at http://www. pca.state. m n. us/water/stormwater/stormwate r -man ual. html. In addition, the MPCA LID webpage provides a description and examples of LID features such as permeable pavement, rain gardens, and green roofs. Links to other resources on LID are available as well. The website is located at: https://www.pca.state.mn.us/ water/st ormwater- management -low-impact -development-and-green-infrastructure Response 5: With the City and Rice Creek Watershed District rules, there are extensive water quality and quantity requirements that need to be met for development in this area. The City will continue to strive to improve water quality through the implementation of these rules as well as other BMP's. Minnesota Department of Transportation Comment 1: Design: No design concerns with this current plan. Should the City want to propose any changes that would affect TH 61 in the future, please contact the Dmitry Tomasevich, the Area Engineer, and work with MnDOT to ensure that there is a coordinated plan. Response 1: No response necessary. Comment 2: Bicycle and Pedestrian: The proposed AUAR appears to take all the current and proposed bicycle and pedestrian trails and routes into consideration. However, the Trail and Sidewalk Plan (Figure 3) shows the already established Hardwood Creek Regional Trail as a snowmobile trail and not a regional trail. MnDOT suggests that designation be changed. Response 2: Figure 3 shows that trail as both a regional trail (green line) and a snowmobile trail (blue line). This concludes the responses to comments on the 2017 AUAR Update. If you have questions, please contact me at 763-287-7196 or amoffatt(a.wsbeng.com C. Rachel Juba, City of Hugo K:\010373-000\Admin\Docs\Comment Letters\MEMO - 092217 - commentresponse V2.docx September 19, 2017 Ms. Rachel Juba, Planner City of Hugo 14669 Fitzgerald Ave. N. Hugo MN 55038 RE: City of Hugo Alternative Urban Areawide Review (AUAR) Update — Everton Avenue Neighborhood Study Area Metropolitan Council Review No. 18640-7 Metropolitan Council District No. 11 Dear Ms. Juba: Council staff has conducted a review of this alternative urban areawide review (AUAR) update to determine its accuracy and completeness in addressing regional concerns. The staff review has concluded that the AUAR is complete and accurate with respect to regional concerns and does not raise major issues of consistency with Council policies. This will conclude the Council's review of the AUAR. The Council will take no formal action on the AUAR. If you have any questions or need further information, please contact please contact Angela R. Torres, Principal Reviewer, at 651-602-1566. Sincerely, C --- Lisa Barajas, Manage Local lanning Assistan CC: Andrea Moffatt, WSB Steve O'Brien, MHFA Tod Sherman, Development Reviews Coordinator, MnDOT - Metro Division Sandy Rummel, Metropolitan Council District No. 11 Corrin Wendell, Sector Representative Angela R. Torres, Principal Reviewer Raya Esmaeili, Reviews Coordinator N:1CommDevhLPAlCommarnitiestHugolLettersiHugo 2017 Everton Ave AUAR Update 18640-7 AUAR-OK.doex METROPOLITAN C 0 U N C I L MDEPARTMENT OF NATURAL RESOURCES Minnesota Department of Natural Resources Ecological and Water Resource 1200 Warner Road St. Paul, MN 55106 September 15, 2017 City of Hugo 14669 Fitzgerald Ave Hugo, MN 55038 Re: Everton Avenue Neighborhood Study Area Dear Rachel Juba, Transmitted Electronically The Minnesota Department of Natural Resources (DNR) has reviewed the Alternative Urban Areawide Review Update for the Everton Avenue Neighborhood Study Area. We offer the following comments for your consideration. It should be noted that, as stated in the NHIS correspondence letter included in Appendix B of the AUAR Update, the proposed activities were not evaluated for their potential to adversely affect rare features identified in the Index Report. As development continues and as permits are acquired, we recommended that the City consider the potential for impacts to rare features as it pertains to the current activity, as well as to how the entire project may cumulatively affect rare features. The project area is partially within an area identified as a Central Region Regionally Significant Ecological Area that is ranked as Outstanding. As such, we continue to encourage that the City consider in project planning, ways to maintain wildlife corridors and to preserve blocks of habitat as feasible. The DNR is available to help identify which areas wildlife may benefit from this the most. This would go towards avoidance and mitigation for potential impacts to rare features. The DNR also recommends that future AUAR updates include a discussion of what mitigation has been incorporated into project planning, such as those recommendations provided and discussed within the AUAR as they pertain to Blanding's turtles (e.g.oversized culverts and wildlife -friendly erosion control mesh). Thank you for the consideration of our comments. Sincerely, /s/ Rebecca Horton Minnesota Department of Natural Resources • Ecological and Water Resources 1200 Warner Road, St. Paul, MN 55106 MMINNESOTA POLLUTION CONTROL AGENCY 520 Lafayette Road North I St. Paul, Minnesota 55155-4194 1 651-296-6300 800-657-3864 1 Use your preferred relay service I info.pca@state.mn.us I Equal Opportunity Employer September 14, 2017 Ms. Rachel Juba City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Everton Avenue Neighborhood Study Alternative Urban Areawide Review Update Dear Ms. Juba: Thank you for the opportunity to review and comment on the Alternative Urban Areawide Review (AUAR) Update for the Everton Avenue Neighborhood Study project (Project) located in the city of Hugo, Washington County, Minnesota. The Project consists of a 2.3 square mile mixed use development. Regarding matters for which the Minnesota Pollution Control Agency (MPCA) has regulatory responsibility and other interests, the MPCA staff has the following comments for your consideration. Permits and Approvals • The AUAR Update indicates that a Clean Water Act (CWA) Section 404 Permit from the U.S. Army Corps of Engineers (USACE) for project related wetland impacts may be necessary. Please be aware that if a USACE Section 404 Individual Permit is required for any project activity, then an MPCA CWA Section 401 Water Quality Certification or waiver must also be obtained as part of the permitting process. The Section 401 Water Quality Certification ensures that the activity will comply with the state water quality standards. Any conditions required within the MPCA 401 Certificate are then incorporated into the USACE 404 Permit. You can find additional information about the MPCA's 401 Certification process at https:l/www.pca.state.mn.LiS/water/clean-water- act-section-401-water-quality-certifications. For further information about the 401 Water Quality Certification process, please contact Jim Brist at 651-757-2245 or Bill Wilde at 651-757-2825. • For new development, it may be necessary to obtain a Sanitary Sewer Extension Permit from the MPCA prior to construction. The application form and additional information on this process can be found at htt www.oca.state.mn.us/water/permits/index.htmI#sanitary.sewer. Questions on the sanitary sewer extension permit process should be directed to Corey Mathisen at 651-757-2554. Stormwater Any project that will result in over 50 acres of disturbed area and has a discharge point within one mile of a special or impaired water, such as Hardwood Creek, is required to submit their Stormwater Pollution Prevention Plan (SWPPP) to the MPCA for a review at least 30 days prior to the commencement of land disturbing activities. If the SWPPP is found to be out of compliance with the terms and conditions of the General Permit, further delay may occur. The MPCA encourages the Project proposer to meet with staff at preliminary points to avoid this situation. Questions regarding SWPPPs should be directed to Todd Smith at 651-757-2732. Contamination/Spills In the event of a spill or if contamination is discovered during development activities, it must be reported immediately to the State Duty Officer at 651-649-5451 or 800-422-0798. Ms. Rachel Juba Page 2 September 14, 2017 Low Impact Desi rt The MPCA advocates the use of Low Impact Design (LID) practices to aid in the minimization of stormwater impacts. LID is a stormwater management approach and site -design technique that emphasizes water infiltration, values water as a resource, and promotes the use of natural systems to treat water runoff. Examples include: • Special ditches, arranged in a series, that soak up more water • Vegetated filter strips at the edges of paved surfaces • Trees or swales between rows of cars • Residential or commercial rain gardens designed to capture and soak in stormwater • Porous pavers, concrete and asphalt for sidewalks and parking lots • Narrower streets • Rain barrels and cisterns • Green roofs LID concepts may be found in the State of Minnesota Stormwater Manual dated November 2005 located on the MPCA website at: http•//www pca.state.mn.us/water/stormwater/stormwater-manual.htmi. In addition, the MPCA LID webpage provides a description and examples of LID features such as permeable pavement, rain gardens, and green roofs. Links to other resources on LID are available as well. The website is located at: https://www.pca.state.mn.us/water/stormwater-management-low-. imi2act-development-and-green-infrastructure. We appreciate the opportunity to review this Project. Please provide your specific responses to our comments and notice of decision on the need for an Environmental Impact Statement. Please be aware that this letter does not constitute approval by the MPCA of any or all elements of the Project for the purpose of pending or future permit action(s) by the MPCA. Ultimately, it is the responsibility of the Project proposer to secure any required permits and to comply with any requisite permit conditions. If you have any questions concerning our review of this AUAR Update, please contact me by email at Karen.kromar@state.mn.us or by telephone at 651-757-2508. Sincerely, Uf Aem V OA,."v Karen Kromar Planner Principal Environmental Review Unit Resource Management and Assistance Division KK:bt cc: Dan Card, MPCA, St. Paul Jim Brist, MPCA, St. Paul Bill Wilde, MPCA, St. Paul Todd Smith, MPCA, St. Paul Corey Mathisen, MPCA, St. Paul Teresa McDill, MPCA, St. Paul MDEPARTMENT OF TRANSPORTATION September 19, 2017 Rachel Juba City Planner City of Hugo 14669 Fitzgerald Avenue Hugo, MN 55038 SUBJECT: Everton Avenue Neighborhood Study MnDOT Review # FAUAR17-001 Metropolitan District 1500 County Road B2 West Roseville, MN 55113 Area West of US 61 from Frenchman Road to 165th Street North Hugo, Washington County Control Section 8206 Dear Ms. Juba: Thank you for the opportunity to review the Everton Avenue Neighborhood Study. MnDOT's staff has reviewed the document and has the following comments: Design No design concerns with this current plan. Should the City want to propose any changes that would affect TH 61 in the future, please contact the Dmitry Tomasevich, the Area Engineer, and work with MnDOT to ensure that there is a coordinated plan. For questions regarding these comments please contact Nancy Jacobson at 651-234-7647 or Nancy.L. Jacobsongstate.mn.us. Bicycle and pedestrian The proposed AUAR appears to take all the current and proposed bicycle and pedestrian trails and routes into consideration. However, the Trail and Sidewalk Plan (Figure 3) shows the already established Hardwood Creek Regional Trail as a snowmobile trail and not a regional trail. MnDOT suggests that designation be changed. For questions regarding these comment please contact Cameron Muhic 651-234-7797 Cameron. Muhicgstate.mn.us Review Submittal Options: MnDOT's goal is to complete the review of plans within 30 days. Submittals sent in electronically can usually be turned around faster. There are four submittal options. Please submit either: 1. One (1) electronic pdf. version of the plans. MnDOT 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: MnDOT — Metro District Planning Section Development Reviews Coordinator An equal opportunity employer 1500 West County Road B-2 Roseville, MN 55113 3. One (1) compact disc. 4. Plans can also be submitted to MnDOT's External FTP Site. Please send files to: ftp://ftp2.dot.state.mn.us/pub/incoming/MetroWatersEdge/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.dot&state.mn.us indicating that the plans have been submitted on the FTP site. If you have any questions concerning this review please feel free to 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 Ashley Roup, Right -of -Way Kaare Festevog, Traffic Clare Lackey, Traffic Dmitry Tomasevich, Area Engineer Russ Owen, Metropolitan Council R-1 RESOLUTION NO. 2017 - RESOLUTION ADOPTING ASSESSMENTS FOR THE NORTH SUNSET LAKE AREA STREET IMPROVEMENT PROJECT WHEREAS, pursuant to proper notice duly given as required by law, the council has met and heard and passed upon all objections to the proposed assessment against abutting property generally located along: • Homestead Avenue from 137th Street to 132nd Street • Homestead Drive/134th Street from 125th Street to the cul-de-sac • 132nd Street from Henna Avenue to Isleton Avenue • 126th Street from Irish Avenue to the cul-de-sac The improvements include reclaiming of the existing pavement, replacement of existing curb, storm sewer and drainage improvements, repaving of the roadway, signing, and roadway striping. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, WASHINGTON COUNTY, MINNESOTA: Such assessment, a copy of which is attached hereto and made a part hereof, is hereby accepted and shall constitute the special assessment against the lands named therein, and each tract of land therein included is hereby found to be benefited by the proposed improvement in the amount of the assessment levied against it. 2. Such assessment shall be payable in equal annual installments extending over a period of 10 years, the first of the installments to be payable on or before the first Monday in January 2018, and shall bear interest at the rate of 4.27% per annum from the date of the adoption of this assessment resolution. To the first installment shall be added interest on the entire assessment from the date of this resolution until December 31, 2018. To each subsequent installment when due shall be added interest for one year on all unpaid installments. 3. The owner of any property so assessed may, at any time prior to certification of the assessment to the county auditor, pay the whole of the assessment on such property, with interest accrued to the date of payment, to the city finance director, except that no interest shall be charged if the entire assessment is paid within 30 days from the adoption of this resolution; and he may, at any time thereafter, pay to the city finance director the entire amount of the assessment remaining unpaid, with interest accrued to December 31 of the year in which such payment is made. Such payment must be made before November 15 or interest will be charged through December 31 of the next succeeding year. Resolution 2017 - Page 2 of 2 4. The city clerk shall forthwith transmit a certified duplicate of this assessment to the county auditor to be extended on the property tax lists of the county. Such assessments shall be collected and paid over in the same manner as other municipal taxes. Upon roll call, the following members voting AYE: Upon roll call, the following members voting NAY: Whereupon said resolution was declared passed and adopted this 2nd day of October, 2017. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk Page 1 Proposed Assessment Roll North Sunset Lake Area Street Improvement Project City of Hugo 1904-93 For Couacil Meeting of 10102117 Residential $3,400.00 per unit PIN PROPERTY ADDRESS OWNER OWNER ADDRESS ASSESSMENT 2603121310002 OTTO KATHY C 13264 ISLETON AVE N HUGO MN 55038 $1,700.00 2603121310003 13264 ISLETON AVE N HUGO MN 55038 OTTO KATHY C 13264 ISLETON AVE N HUGO MN 55038 $1,700.00 2603121320001 8368132ND ST N HUGO MN 55038 STEDTTERRY D & LINDA 8368 132ND ST N HUGO MN 55038 $3,400.00 2603121320002 8536132ND ST N HUGO MN 55038 SELLMAN DAVID L 8536132ND ST N HUGO MN 55038-9415 $3,400.00 2603121320003 8456132ND ST N HUGO MN 55038 HICKS ROBERT A 8456 132ND ST N HUGO MN 55038 $3,400.00 2603121330005 8463132ND ST N HUGO MN 55038 BAILEY DANIELS 8463 N 132ND ST HUGO MN 55038 $1,700.00 2603121340002 8665 132ND ST N HUGO MN 55038 BRILLA RICHARD H & JACQUELINE PO BOX 475 HUGO MN 55038-0475 $1,700.00 2603121340004 8575 132ND ST N HUGO MN 55038 O'NEIL KELLEY R 8575 132ND ST N HUGO MN 55038 $3,400.00 2703121120003 f 13647 HOMESTEAD AVE N HUGO MN 55038 ARNDT JAMES A& JOAN K 13647 HOMESTEAD AVE N HUGO MN 55038 $1,700.00 2703121130001 13497 HOMESTEAD AVE N HUGO MN 55038 KIESLING JOSEPH P 13497 HOMESTEAD AVE N HUGO MN 55038 $3,400.00 2703121130002 13531 HOMESTEAD AVE N HUGO MN 55038 CARLSON WILLIAM D & DARLENE 13531 HOMESTEAD AVE N HUGO MN 55038 $3,400.00 2703121130003 13561 HOMESTEAD AVE N HUGO MN 55038 VERDICK RICHARD S EFAL 13561 HOMESTEAD AVE HUGO MN 55038 $6,800.00 2703121210003 13798 HOMESTEAD AVE N HUGO MN 55038 KEIFER ROBERT L 13798 HOMESTEAD AVE N HUGO MN 55038 $0.00 2703121240002 13530 HOMESTEAD AVE N HUGO MN 55038 WILKE BRIAN A & JANELLE J 13530 HOMESTEAD AVE N HUGO MN 55038 $3,400.00 2703121240003 13560 HOMESTEAD AVE N HUGO MN 55038 JW & JC SMITH FAMILY TRS 13560 HOMESTEAD AVE N HUGO MN 55038 $3,400.00 2703121240004 13500 HOMESTEAD AVE N HUGO MN 55038 LINDBOM FAMILY TRS 13500 HOMESTEAD AVE N HUGO MN 55038 $3,400.00 2703121240005 13608 HOMESTEAD AVE N HUGO MN 55038 VERSTRAETE ROBERT P & MARY L 13608 HOMESTEAD AVE HUGO MN 55038 $1,700.00 2703121240007 LINDBOM WAYNE R & LUCILLE M 13500 HOMESTEAD AVE N HUGO MN 55038_ $0.00 2703121310003 13398 HOMESTEAD AVE N HUGO MN 55038 ST SAUVER CHARLES LTRS 3435 SIEMS CT ARDEN HU -S MN 55112 $3,400.00 2703121310004 13304 HOMESTEAD AVE N HUGO MN 55038 ST SAUVER CHARLES LTRS 3435 SIEMS CT ARDEN HU -S MN 55112 $3,400.00 2703121310005 7610132ND ST N HUGO MN 55110 WIES DONALD J & ROBERTTA J 7610132ND ST WHITE BEAR LAKE MN 55110 $3,400.00 2703121310006 13490 HOMESTEAD AVE N HUGO MN 55038 PIEPER BARRY R & CATHERINE A 13490 HOMESTEAD AVE N HUGO MN 55038 $3,400.00 2703121310007 13440 HOMESTEAD AVE N HUGO MN 55038 ST SAUVER CHARLES LTRS 3435 SIEMS CTARDEN HU -S MN 55112 $3,400.00 2703121340002 7701132ND ST N HUGO MN 55038 SCHMIT ALAN W & CATHERINE C 7701 132ND ST N HUGO MN 55038 $3,400.00 2703121340003 13141 HENNA AVE N HUGO MN 55110 DAVID & LAUREEN SITYPULSKI TRS [ 13141 HENNA AVE N WHITE BEAR LAKE MN 55110 $1,700.00 2703121340004 13258 HOMESTEAD AVE N HUGO MN 55038 ST SAUVER CHARLES LTRS 3435 SIEMS CT ARDEN HLLS MN 55112 $3,400.00 2703121410001 8152132ND ST N HUGO MN 55038 ZAJAC ANTHONY R & JENNIFER M 8152 132ND ST N HUGO MN 55038 $3,400.00 2703121410002 8298132ND ST N HUGO MN 55038 KLEISSLER CHARLES R & BRONWEN 8298132ND ST HUGO MN 55038 $3,400.00 2703121410003 8108132ND ST N HUGO MN 55038 EIKLENBORG TROY LEE 8108132ND ST HUGO MN 55038 $3,400.00 2703121410004 8270132ND ST N HUGO MN 55038 LARRY R IRSFELD & DELORES J IRSFELD TRS 8270132ND ST N HUGO MN 55038 $3,400.00 2703121410005 MINER RANLET & ELZABETH K MINER 8131 140TH ST N HUGO MN 55038 $3,400.00 2703121420001 WARNECKE JAMES F & BARBARA J_ 7830132ND ST HUGO MN 55038 $0.00 2703121420002 8060132ND ST N HUGO MN 55038 GERALD E & JUDITH M NOVY TRS 8060 132ND ST N HUGO MN 55038 $3,400.00 2703121420003 13481 HOMESTEAD AVE N HUGO MN 55038 CHRISTIANSEN JOHN 0 & ALICE 13481 HOMESTEAD AVE N HUGO MN 55038 $3,400.00 2703121420004 13441 HOMESTEAD AVE N HUGO MN 55038 LAWRENCE RUSSELL E & CARLA R 13441 HOMESTEAD AVE N HUGO MN 55038 $3,400.00 2703121420005 13401 HOMESTEAD AVE N HUGO MN 55038 RAYMOND A& ELAINE M MONITOR TRS 13401 HOMESTEAD AVE N HUGO MN 55038 $3,400.00 2703121420006 7830132ND ST N HUGO MN 55038 WARNECKE JAMES F & BARBARA J 7830 132ND ST HUGO MN 55038 $3,400.00 2703121420007 13345 HOMESTEAD AVE N HUGO MN 55038 WATKINS PHILIP R & MARY B 13345 HOMESTEAD AVE N HUGO MN 55038 $3,400.00 2703121420008 13317 HOMESTEAD AVE N HUGO MN 55038 GRIFFITHS STEPHEN P & SCHELE 13317 HOMESTEAD AVE HUGO MN 55038 $3,400.00 2703121430001 7800 132ND ST N HUGO MN 55038 SCHLAGER THEO B & JODI L 7800 132ND ST N HUGO MN 55038-0000 $3,400.00 2703121430004 8004 130TH ST N HUGO MN 55110 BEBEAU VICKI L & GENE F 8004130TH ST N WHITE BEAR LAKE MN 55110 $3,400.00 2703121430005 8010 130TH ST N HUGO MN 55110 BOARDMAN DANIEL R & KAREN J 8010130TH ST N WHITE BEAR LAKE MN 55110 $3,400.00 2703121430006 7793 132ND ST N HUGO MN 55038 ROSE KRISTI L 7793 132ND ST N HUGO MN 55038 $3,400.00 2703121430008 7777 132ND ST N HUGO MN 55038 TJERNLUND DAVID T & SHANNON L 7777132ND ST N HUGO MN 55038 $3,400.00 Page 1 North Sunset Lake Area Street Improvement Project City of Hugo 1904-93 For Council Meeting of 10102117 Residential $3,400.00 per unit PIN PROPERTY ADDRESS OWNER OWNER ADDRESS ASSESSMENT 2703121430010 8047132ND ST N HUGO MN 55038 STORM ALFRED A 8047 132ND ST N HUGO MN 55038 $3,400.00 2703121430011 STORM ALFRED A 8047 132ND ST N HUGO MN 55038 $3,400.00 2703121440001 MCCLURE KATHLEEN M & DOUGLAS J KOHLER 8233 132ND ST N HUGO MN 55038 $0.00 2703121440004 8233 132ND ST N HUGO MN 55038 MCCLURE KATHLEEN M & DOUGLAS J KOHLER 8233 132ND ST N HUGO MN 55038 $3,400.00 2703121440005 KELLY DREW & MELANIE 3612 LONGFELLOW AVE, MPLS MN 5540_7 $3,400.00 3403121110001 CITY OF HUGO 14669 FITZGERALD AVE N HUGO MN_ 550.38-9367 $3,400.00 3403121120002 12787 HOMESTEAD DR N HUGO MN 55110 DANIELSON MERLE W & CAROLS 12787 HOMESTEAD DR N WHITE BEAR LAKE MN 55110 $3,400.00 3403121120003 12833 HOMESTEAD DR N HUGO MN 55110 CODERRE ROBERT L & DIANE M 12833 HOMESTEAD DR WHITE BEAR LAKE MN 55110 $3,400.00 3403121120004 12855 HOMESTEAD DR N HUGO MN 55110 MAKI BRUCE A & KATHY E 12855 HOMESTEAD DR WHITE BEAR LAKE MN 55110 $3,400.00 3403121120005 12877 HOMESTEAD DR N HUGO MN 55110 MAAS MICHAEL F & MARY F LOSINSKI 12877 HOMESTEAD DR, WHITE BEAR LAKE MN 55110 $3,400.00 3403121120006 12899 HOMESTEAD DR N HUGO MN 55110 DAUL DALE T & MARY S 12899 HOMESTEAD DR WHITE BEAR LAKE MN 55110 $3,400.00 3403121120007 12929 HOMESTEAD DR N HUGO MN 55110 BAUMANN NICHOLAS R & KATHLEEN M ROSE 12929 HOMESTEAD DR N WHITE BEAR LAKE MN 55110 $3,400.00 3403121120008 12959 HOMESTEAD DR N HUGO MN 55110 MACDONALD BRUCE ALAN & ALICE 12959 HOMESTEAD DR N WHITE BEAR LAKE MN 55110 $3,400.00 3403121120009 12989 HOMESTEAD DR N HUGO MN 55110 CLAUDON BARBARA A 12989 HOMESTEAD DR WHITE BEAR LAKE MN 55110_ $3,400.00 3403121120010 8019130TH ST N HUGO MN 55110 ALFORD JAMES W & BARBARA 8019 130TH ST N WHITE BEAR LAKE MN 55110 $3,400.00 3403121120011 12930 HOMESTEAD DR N HUGO MN 55110 KUJALA KRISTINE A 12930 HOMESTEAD DR N WHITE BEAR LAKE MN 55110 $3,400.00 3403121120012 CODERRE ROBERT L & DIANE M 12833 HOMESTEAD DR WHITE BEAR LAKE MN 55110 $3,400.00 3403121120013 12842 HOMESTEAD DR N HUGO MN 55110 EIAN GREGORY M & JODIE L 12842 HOMESTEAD DR N WHITE BEAR LAKE MN 55110 $3,400.00 3403121130001 CITY OF HUGO 14669 FITZGERALD AVE N HUGO MN 55038-9367 $1,700.00 3403121130002 12521 HOMESTEAD DR N HUGO MN 55110 FURLONG DOROTHY 12521 HOMESTEAD DR N WHITE BEAR LAKE MN 55110 $3,400.00 3403121130003 12541 HOMESTEAD DR N HUGO MN 55110 JOHNSON GRANT R & CHRISTINE 12541 HOMESTEAD AVE N WHITE BEAR LK MN 55110 $3,400.00 3403121130004 12561 HOMESTEAD DR N HUGO MN 55110 BAUER DOUGLAS K & CHERYL L 12561 HOMESTEAD DR N WHITE BEAR LAKE MN 55110 $3,400.00 3403121130005 12581 HOMESTEAD DR N HUGO MN 55110 GOOD E DALE & JANICE M 12581 HOMESTEAD DR N WHITE BEAR LAKE MN 55110 $3,400.00 3403121130006 12601 HOMESTEAD AVE N HUGO MN 55110 MARTY JAMES J 12601 HOMESTEAD DR WHITE BEAR LAKE MN 55110 $3,400.00 3403121130007 12623 HOMESTEAD DR N HUGO MN 55110 JAMES W & CAROL D LAUMER JOINT REV TRS 12623 HOMESTEAD DR N WHITE BEAR LAKE MN 55110 $3,400.00 3403121130008 12665 HOMESTEAD DR N HUGO MN 55110 MCCLERNON PATRICK F & DEBORAH 12665 HOMESTEAD DR N WHITE BEAR LAKE MN 55110 $3,400.00 3403121130009 12683 HOMESTEAD DR N HUGO MN 55110 VARNER MATTHEW W & STEPHANIE LTORFIN 12683 HOMESTEAD DR WHITE BEAR LAKE MN 55110 $3,400.00 3403121130010 12727 HOMESTEAD DR N HUGO MN 55110 SCHMIDT BRIAN L & MEGAN M 12727 HOMESTEAD DR N WHITE BEAR LAKE MN 55110 $3,400.00 3403121130011 12757 HOMESTEAD DR N HUGO MN 55110 STODOLA JAMES & LAURIE 12757 HOMESTEAD DR N WHITE BEAR LAKE MN 55110 $3,400.00 3403121130012 12600 HOMESTEAD DR N HUGO MN 55110 RAY JON W 12600 HOMESTEAD DR N WHITE BEAR LAKE MN 55110 $3,400.00 3403121130013 12510 HOMESTEAD DR N HUGO MN 55110 NEWLAND JOHN C 12510 HOMESTEAD DR N WHITE BEAR LAKE MN 55110 $1,700.00 3403121210004 12770 HOMESTEAD DR N HUGO MN 55110 BOHNEN TIMOTHYJ 12770 HOMESTEAD DR N WHITE BEAR LAKE MN 55110 $3,400.00 3403121240002 12720 HOMESTEAD DR N HUGO MN 55110 HATHAWAY RICHARD B & LAURA F 12720 HOMESTEAD DR N WHITE BEAR LAKE MN 55110 $3,400.00 3403121240003 12678 HOMESTEAD DR N HUGO MN 55110 JOHNSON MICHAEL R & MOLLY M 12678 HOMESTEAD DR N WHITE BEAR LAKE MN 55110 $3,400.00 3403121240004 12644 HOMESTEAD DR N HUGO MN 55110 DALY RICHARD P 12644 HOMESTEAD DR WHITE BEAR LAKE MN 55110 $3,400.00 3503121120001 8991 130TH ST N HUGO MN 55038 NANCY G GUTHRIE TRS 37 E ROAD N CIRCLE PINES MN 55014 $3,400.00 3503121130004 8785 126TH ST N HUGO MN 55038 ORN BRADLEY W & REBECCA LYNN 8785 126TH ST N HUGO MN 55038 $3,400.00 3503121130005 8835 126TH ST N HUGO MN 55038 HENDRICKSON DON W & LINDA L 8835 126TH ST N HUGO MN 55038 $3,400.00 3503121130006 8895 126TH ST N HUGO MN 55038 BERKEN DANIALJ 8895 126TH ST N HUGO MN 55038 $3,400.00 3503121210001 _ NANCY G GUTHRIE TRS 37 E ROAD N CIRCLE PINES MN 55014 $3,400.00 3503121240002 8620126TH ST N HUGO MN 55038 GRESSEN GREGORY D 8620126TH ST N HUGO MN 55038 $1,700.00 3503121240003 8650 126TH ST N HUGO MN 55038 ELEMES TIMOTHY W & BONNIE W 8650126TH ST N HUGO MN 55038 $3,400.00 3503121240004 8740 126TH ST N HUGO MN 55038 XIONG TIMOTHY P 8740126TH ST N HUGO MN 55038 $3,400.00 3503121240005 12575 IRISH AVE N HUGO MN 55038 LETOURNEAU DONALD E & DEBORAH 12575 IRISH AVE N HUGO MN 55038 $1,700.00 3503121240006 8675 126TH ST N HUGO MN 55038 BARTYLLA TIMOTHY & GEORGIANN 8675 126TH ST N HUGO MN 55038 $3,400.00 Page 2 North Sunset Lake Area Street Improvement Praject City ofIlugo 1904-93 Far Council Meeting of 10102117 Residential $3,400.00 per unit PIN PROPERTY ADDRESS OWNER OWNER ADDRESS ASSESSMENT 3503121240007 8715 126TH ST N HUGO MN 55038 STICKLER JEFFREY S & CYNTHIA 8715 126TH ST N HUGO MN 55038-9110 $3,400.00 3503121240008 8755 126TH ST N HUGO MN 55038 SCHUNA PETER F & DEBORAH L 8755 126TH ST N HUGO MN 55038 $3,400.00 TOTAL: $280,500.00 Page 3 September 24, 2017 To City, of Hugo City Council, We are writing in objection to the proposed assessment for the North Sunset Lake Area Street Improvement Project. Our piece of property located at 13040 Ingersoll Ave N does not fall on 132"d Street. We purchased the home and 5 acres in lune from the Sathre's. They split the land into 2 other parcels: 10 acres on Ingersoll Ave N and an additional 20 acres on 132"d Street. These were sold to separate parties. We do not believe we owe for the Improvement Project if our property does not fall on 132nd Street. Thank you for your consi Robert and Jennifer Kloek 13040 Ingersoll Ave N Hugo, MN 55038 Re-spoyJeA i Y\ W r I - oh 9-25-[--I WILLrle�' September 25, 2017 Robert and Jennifer Kloek 13040 Ingersoll Ave. N. Hugo, MN 55038 Dear Robert and Jennifer, 14669 Fitzgerald Avenue North, Hugo, MN55038 • (651) 762-6300 • www.ci.hugo.mn.us On September 25, 2017, you submitted a letter to me objecting to the assessment on your property at 13040 Ingersoll Ave. N. as part of the North Sunset Lake Area Street Project. After research, it has been discovered that our parcel information was not updated since the parcel split. The notice of assessment was inadvertently sent to you and not the current owner of the parcel to be assessed. This letter is to inform you that you DO NOT owe for any assessments. Please contact me if you have any questions. Thank you. Sincerely, L yU'1� ichele Lindau City Clerk 9/13/2017 Stillwater — Thursday, October 5, 2017 6:30pm - 8:30pm I Minnesota Environmental Quality Board miNi4eSOTA ENVIRONMENTAL QUALITY BOARD Initiatives Sand r.i :,. Stillwater — Thursday, October 5, 2017 6:30pm - 8:30pm Stillwater Area High School 5701 Stillwater Blvd N, Stillwater, MN 55082 Download an informational packet: Region 4 - Twin Cities Metro Counties: Anoka, Carver, Chisago, Dakota, Hennepin, Isenti, Scott, Sherburne, Washington, Wright 5701 Stillwater Blvd N 5701 Stillwater Blvd N, Stillwater, MN 55082 Stillwater Area High School Kv 5701 stntwater Boulevard North "qt Stillwater Area High School Cafeteria 5701 Stillwater Blvd N Stillwater MN 55082 +id St N by 53rd RI N Map � Report a map error Sign up for email notices Sign up for our mail notices at GovOeliveryi U'1.0' 1.!rii- Home Calendar EQB Monitor Ordinance Library Webcasts 25% by 2025 https://www.egb.state.mn.us/content/stillwater-%E2%80%93-thursday-od.ober-5-2017-630pm-830pm 1/2 M.�L Michele Lindau From: Bryan Bear Sent: Thursday, September 14, 2017 4:06 PM To: Michele Lindau; Rachel Juba Subject: FW: National Manufacturing Day Invitation - Wilson Tool International From: Phil Sr Klein [mailto:philklein7@msn.com] Sent: Thursday, September 14, 2017 3:18 PM To: Bryan Bear <BBear@ci.hugo.mn.us> Subject: Fwd: National Manufacturing Day Invitation - Wilson Tool International FYI Sent from my iPhone Begin forwarded message: From: "Beaupre, Ann" <ann.beau re wilsontool.com> Date: September 14, 2017 at 2:46:03 PM CDT To: `philkiein7 wmsn.corr "' <philklein7@msn.com> Subject: National Manufacturing Day Invitation - Wilson Tool International Dear Council Member Klein, My name is Ann Beaupre and I am part of the marketing team at Wilson Tool International, a manufacturing company with our world headquarters in White Bear Lake, MN. I am writing to invite you to be a guest at our local open house, in honor of National Manufacturing Day, on Friday, October 6. our event will highlight the importance of manufacturing to the U.S. economy and showcase the rewarding, highly skilled jobs available in manufacturing fields. On National Manufacturing Day, October 6, Wilson Tool International will open our doors between 11:OOam — 2:30pm, in order to invite local schools and the public to see what manufacturing is all about. The day will consist of the following activities: - Wilson Tool International overview including our 50+ years in manufacturing - Human Resources/career information - Manufacturing information and machine demonstrations - Tours through our 330,000 sq. ft. manufacturing facility - Lunch provided by Wilson Tool International Manufacturing Day will draw greater attention to the outstanding opportunities that a career in manufacturing can provide and promote the pursuit of skills that will lead to a long-term career that offers security and growth for qualified candidates. We sincerely hope you will accept our invitation to participate. Hopefully, by opening up shop floors around the country, we will be able to show modern manufacturing for what it is—a sleek, technology - driven industry that offers secure good -paying jobs. Please let me know at your earliest convenience if you or a member of your team will be able to join us as a guest. Please feel free to call or e-mail me directly at 651-286-6155 or ann.beaupre@wilsontool.com. Thank you for helping us to support manufacturing in the U.S. Marketing Project Specialist Wilson Tool International I Direct +1.651.286.6155 1 www.wilsontool.com Main +1.800.328.9646 "'r CI_FY OF EST. 1906 ~ Get On uz� w CL The Bus! Annual Citywide Bus Tour Please join your fellow Council Members, Commissioners, City staff and interested residents for the 12th Annual Citywide Bus Tour of the City of Hugo. We will be visit- ing areas in Hugo that have been the topic of discussions during the past year. DATE: Saturday, October 7, 2017 PLACE: Begin and end at the Hanifl Fields Shelter 7032 - 137th Street North TIME: Bus leaves at 10 a.m. sharp! Boarding of the bus will begin at 9:45 a.m. Coffee and doughnuts will be available before boarding, so come early. The bus will be de- parting promptly at 10 a.m. and returning to the Hanifl Fields Shelter at approximately noon for lunch. Space is limited. RSVP's are required! Please RSVP to City Clerk Michele Lindau by September 29, 2017 Phone: 651-762-6315 or E-mail: mlindau@ci.hugo.mn.us You're Invited ! Free BBQ Rib Cook -off Fundraiser Benefiting the Yellow Ribbon Network Free BBQ Ribs w/ Fixings (until its gone!) Raffle' + Family Friendly .. , Donations are encouraged October Vt 12017 11:30 am - 2:00 pm Lion's Park _ Hugo, MN 55038 Meeting Revisions Thursday, November 9, 2017 Wednesday, November 15, 2017 Monday, November 20, 2017 Thursday, January 11, 2017 Monday, February 5, 2017 Public Open House Wednesday, December 6, 2017 Planning Commission Review Draft Parks Commission Review Draft City Council Review Draft Planning Commission Public Hearing City Council Adopt for Met Council Submission M � October 2017 October 2017 November 2017 Su Mo Tu We Th Fr Sa Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 1 2 3 4 8 9 10 11 12 13 14 5 6 7 8 9 10 11 15 16 17 18 19 20 21 12 13 14 15 16 17 18 22 23 24 25 26 27 28 19 20 21 22 23 24 25 29 30 31 26 27 28 29 30 SUNDAY MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY SATURDAY Oct 1 2 6:OOpm Planning Commission Interviews (Hug-Q--Stillwater 7:OOpm City Council Meeting 3 4 5 6 11:00am Wilson Tool International 7 10:00am Bus Tour 6:30pm EQB 25 by 25 (Stillwater HS 5701 Blvd) 11:OOam Fire Dept Open House (Hu 8 9 10 11 12 6:30pm BOZA 7:OOpm Planning Commission 13 14 8:00am Fall Cleanup (Public Works) 11:30am BBQ Cookoff (Lions Park) 15 16 17 1:00pm Historical Commission 18 7:OOpm Parks I 19 20 21 7:00pm City Council Meeting 7:00pm Oneka/Harrow Neighborhood Meeting (Hugo Rice Lake Room) 5:00pm EDA Meets 22 23 24 8:00pm Comp Plan Workshop 25 5:OOpm Burger Night (Hugo Legion) 26 6:30pm BOZA� 27 28 7:00pm Planning 29 30 31 Nov 1 2 3 4 Meetings in green are scheduled/posted meetings. 1 9/28/2017 11:35 AM November 2017 November 2017 December 2017 Su Mo Tu We Th Fr Sa Su Mo Tu We Th Fr Sa 1 2 3 4 1 2 5 6 7 8 9 10 11 3 4 5 6 7 8 9 12 13 14 15 16 17 18 10 11 12 13 14 15 16 19 20 21 22 23 24 25 17 18 19 20 21 22 23 26 27 28 29 30 24 25 26 27 28 29 30 31 SUNDAY MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY SATURDAY Oct 29 30 31 Nov 1 2 3 4 5 6 7 8 9 10 11 6:30pm BOZA 7:00pm City Council Meeting 7:00pm Planning Commission 12 13 14 15 16 17 18 7:00pm Parks 5:00pm Legislative Reception (Tris) 19 20 21 22 23 24 25 1:00pm Historical 5:00pm Burger Night 6:30pm BOZA 7:00pm City Council Meeting Commission (Hugo Legion) 7:00pm Planning 5:00pm EDA Meets Commisison 26 27 28 29 30 Dec1 2 Meetings in green are scheduled/posted meetings. 2 9/28/2017 11:35 AM December 2017 December 2017 January T Su Mo Tu We Th Fr Sa Su Mo Tu We Th Fr Sa 1 2 1 2 3 4 5 6 3 4 5 6 7 8 9 7 8 9 10 11 12 13 10 11 12 13 14 15 16 14 15 16 17 18 19 20 17 18 19 20 21 22 23 21 22 23 24 25 26 27 24 25 26 27 28 29 30 28 29 30 31 31 SUNDAY MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY SATURDAY Nov 26 27 28 29 30 Dec 1 2 3 4 5 6 7 8 9 7:00pm City Council 7:00pm Comp Plan Meeting Open House (Oneka Room) 10 11 12 13 14 15 16 7:00pm Parks 5:30pm Holiday Party (American Legion) 6:30pm BOZA 7:00pm Planning 17 18 19 20 21 22 23 1:00pm Historical 7:00pm City Council Meeting Commission S:00pm EDA Meets 24 25 26 27 28 29 30 5:00pm Burger Night 6:30pm BOZA (Hugo Legion) 7:00pm Planning Commisison 31 Jan 1, 18 2 3 4 5 6 Meetings in green are scheduled/posted meetings. 3 9/28/2017 11:35 AM The following items were distributed at the meeting. The following items were distributed at the meeting. A WSB 701 Xenia Avenue South I Suite 3001 Minneapolis, MN U416 1(763) 5414600 October 16, 2017 Mr. Bryan Bear City Administrator City of Hugo 14669 Fitzgerald Ave. N. Hugo, MN 55038 Re: Advancing Safe and Sustainable Water Reuse in Minnesota Report Comments Dear Mr. Bear, We have reviewed the 2017 Report of the Interagency Workgroup on Water Reuse (Workgroup). As you are aware, in 2015 the Minnesota Legislature directed the Department of Health (MDH) to, "Prepare a comprehensive study of and recommendations for regulatory and non -regulatory approaches to water reuse in the development of state policy for water reuse in Minnesota.' In response, the Workgroup was formed and led by MDH with three main objectives: 1. Define successful implementation of water reuse in Minnesota 2. Identity current conditions that support successful water reuse and identify barriers and solutions to these barriers. 3. Develop recommendations for safe and sustainable water reuse practices and policies. The goal of the legislature was to promote water reuse, and identify conditions and barriers that can prevent successful water reuse implementation. As we review the report, we believe that the Workgroup's heavy focus on the third objective will actually create additional barriers that will hinder stonnwater reuse implementation. There are a few key items within the report that we would tike to call your attention to: 1. There is a strong focus on public health, which is certainly an important consideration. This focus will likely lead to additional. permitting requirements requiring added time and significant expense on what are already economically fragile practices. 2. Water reuse for irrigation purposes is viewed similarly to internal water reuse, gray water reuse, and other strategies that are regulated to a greater extent than stormwater reuse has been in the past. Due to lack of sufficient data on stormwater pathogens, the Workgroup has used waste water dilutions to represent stormwater's public health risk. They also recommended adopting standards similar to those used for drinking water for treatment practices for non -potable stormwater irrigation reuse. 3. The Minnesota Cities Stormwater Coalition (MCSC) has reviewed the report in great detail and offer a number of expanded comments related to the outcome of the report. We have reviewed the document, and will not reiterate the specific comments here but have attached the comments for reference. The general concern from MCSC is that the specific information contained in this report, while not intended to be regulatory, will become just that in the absence of other guidance. In conclusion, we believe that the Workgroup should remove specific regulatory treatment requirement language for irrigation reuse from the report until current ongoing stormwater reuse research is completed. We also recommend that the Workgroup focus on its original and central purpose of promoting water reuse. Building a legacy—yourlegacy. Equal Opportunity Ennplayxr I xsbeng.conn C i�acwmi w �oora17 dm Mr. Bryan Bear October 16, 2017 Page 2 It is our opinion that the recommendations within the report will most likely make it more challenging for the City to implement water reuse as it has been for the past several years. Sincerely, WSB 8 Associates, Inc. aL� Bill Alms, PE Project Manager vw Mark Erichson, PE City Engineer GROUND BREAKING EVENT GoodIi fe SENIOR LIVING October 23rd, 20 1 7 12:00pm Good Life Senior Living will be located just south of the intersection of 130th Street and Highway 61 in Hugo, L,,