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2016.05.16 CC Packet
AGENDA HUGO CITY COUNCIL MAY 16, 2016-7:00 PM HUGO CITY HALL A. CALL TO ORDER B. ROLL CALL C. PLEDGE OF ALLEGIANCE D. APPROVAL OF MINUTES 1. April 28, 2016 Lions Park Workshop 2. April 30, 2016 Kidz `n Biz 3. May 2, 2016 City Council Meeting 4. May 10, 2016 147' Street/Oneka Lake Boulevard Open House E. APPROVAL OF AGENDA F. APPOINTMENTS/PRESENTATIONS 1. Washington County Library Strategic Plan Director Keith Ryskoski and Commissioner Fran Miron 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 Rick Kieffer 3. Approve Special Event Permit for Forest Lake Wavemakers Color Run 4. Approve Special Event Permit for MS 150 Bike Ride on Sunday, June 12, 2016 5. Approve Resolutions Approving Preliminary Plat and PUD for Victor Gardens North Village 7d' Addition 6. Approve Resolutions Approving Final Plat, Development Agreement for Clearwater Cove and 2nd Addition 7. Approve the Stormwater Reuse Agreement for Clearwater Cove 8. Approve Resolution Cancelling Tax Increment Development Agreement with Schwieters Properties, LLP 9. Approval of Lawful Gambling Exempt Permit for Deyo Benefit on Sunday, July 17, 2016 at the American Legion 10. 11. 12. 13. 14. H. PUBLIC HEARING 1. Vacation of Draining and Utility Easement — Clearwater Cove Outlot G I. UNFINISHED BUSINESS 1. Update on 147th/Oneka Lake Boulevard Neighborhood Open House 2. Approve Resolution for Approving Plans and Advertising for Bids for 147th/Oneka Lake Boulevard 3. Approve Resolution Designating No Parking on 147th Street and Oneka Lake Boulevard 4. Update on Solar Subscription Agreement J. NEW BUSINESS 1. 2. K. VISITOR PRESENTATIONS 1. 2. L. COUNCIL PRESENTATIONS 1. Update on the Yellow Ribbon Network 2. M. ADMINISTRATIVE PRESENTATIONS 1. Micra Manufacturing Open House on Thursday, May 19, 2016 2. Six Cities Meeting on Thursday, May 26, 2016 3. Schedule Northeast Metro Water Summit 4. Schedule Roadway CIP Workshop 5. N. ADJOURNMENT BACKGROUND MEMO FOR THE CITY COUNCIL MEETING ON MAY 16, 2016 D. 1 April 28, 2016 Lions Park Workshop D.2 April 30, 2016 Kidz In Biz D.3 May 2, 2016 City Council Meeting DA May 10, 2016 147th Street/Oneka Lake Boulevard Open House Staff recommends Council approve the above minutes as presented. FA Washington County Library Strategic Plan — Director Keith Ryskoski and Commissioner Fran Miron Washington County recently completed the library strategic planning process. This 20 -month process involved more than 800 people. Public participation in the form of surveys, questionnaires, forums, retreats, meetings and a public comment period resulted in a final strategic plan released in February 2016. Washington County Library Director Keith Ryskoski and Washington County Commissioner Fran Miron will be in attendance to present the plan and answer questions on it. G.1 Approval of Claims Staff recommends Council approve the Claims Roster as presented G.2 Approve Annual Performance Review for Public Works Worker Rick Kieffer Rick Kieffer was re -hired by the City of Hugo on May 31, 2005 returning after a short period of time in the private sector. Over the past eleven years, Rick has worked under the direction of Public Works Director Scott Anderson who recommends Council approve the Annual Performance Review for Public Works Worker Rick Kieffer. G.3 Approve Special Event Permit for Forest Lake Wavemakers Color Run Forest Lake Wavemakers has applied for a Special Event Permit for approval of a 5K Color Run on Saturday, June 4, 2016 to be held at Woodloch Stables. This requires a Special Event Permit approved by Council because the event is expected to draw between 300-500 participants. Staff has worked with the applicant on the details and has been in contact with Woodloch Stables, who indicated they are very well prepared for this event. Staff recommends Council approve the Special Event Permit for the Forest Lake Wavermakers Color Run on Saturday, June 4, 2016 GA Approve Special Event Permit for MS150 Bike Ride on Sunday, June 12, 2016 The National MS Society holds a 150 -mile bike ride from Duluth to the Twin Cities each year in June. The event is a fundraiser with proceeds going to finding a cure for Multiple Sclerosis. As in past years, riders will be heading south through Hugo on Sunday, June 12, 2016. Event organizers have been working with MnDot and have received a permit from Washington County for the use of the Hardwood Creek Trail for this event. The City has also received a copy of the certificate of insurance naming Hugo as additionally insured. Staff recommends Council approve the use of the Hardwood Creek Trail for the MS 150 Bike Ride. G.5 Approve Resolutions Approving Preliminary Plat and PUD for Victor Gardens North Village 711 Addition Kettler Construction, Inc. is requesting approval of a PUD amendment and a preliminary plat for 33 townhome units (27 detached units and 6 attached units) on the 8.51 acre property. The applicant is proposing the modification in order to develop a different style of townhome than was previously approved. The change results in a reduction in the number of homes on this site from 64 units to 33 units. At its April 28, 2016, meeting the Planning Commission considered and held a public hearing on the request. Staff recommended approval of the draft resolutions approving the PUD amendment and preliminary plat, subject to the conditions listed in the attached resolutions. The Planning Commission unanimously recommended approval the preliminary plat and PUD for Victor Gardens North Village 7th, subject to the conditions listed in the attached resolutions. G.6 Approve Resolutions Approving Final Plat, Development Agreement for Clearwater Cove and 2nd Addition D.R. Horton is requesting approval of a final plat in order to plat 27 residential lots on the 7 acre parcel located south of Frenchman Road (CSAH 8) and east of Everton Avenue North. The site is currently a vacant outlot. The final plat will plat 27 lots from the approved Clearwater Cove preliminary plat. There are no changes to the lots from the preliminary plat. The lots meet the minimum lot standards and requirements outlined in the regulations for the Clearwater Cove PUD. Staff recommends approval of the resolution approving the Final Plat and Development for Clearwater Cove 2nd Addition. G.7 Approve the Stormwater Reuse Agreement for Clearwater Cove As part of the Clearwater Cove development the developer is installing a stormwater reuse system to irrigate the residential lots, public park, and landscaping along Oneka Parkway. They are also using the reuse system to meet the required infiltration requirements for the development. Staff recommends approval of the stormwater reuse agreement for the Clearwater Cove Development. G.8 Approve Resolution Cancelling Tax Increment Development Agreement with Schwieters Properties, LLP The City has received a request from Schwieters Properties to cancel the tax increment financing development agreement for Lot 2, Block 1, Schwieters Millwork Subdivision (13825 Fenway Boulevard). This agreement required them to build a 45,000 sq. ft. building on the property and agree to a 15 -year minimum assessed value in exchange for purchasing the property from the City for no money down. To the best of the City's knowledge they have performed all of the requirements contained in the development agreement and have repaid the business subsidy granted by the City. Staff recommends Council approve a Resolution Cancelling Tax Increment Development Agreement. G.9 Approval of Lawful Gambling Exempt Permit for Deyo Benefit on Sunday, July 17, 2016 at the American Legion The Hugo American Legion Auxillary Post 620 is requesting a lawful gambling exempt permit to conduct raffles during the benefit for Angela Deyo on July 17, 2016 at the Hugo Legion. Angela was diagnosed with cancer in March 2015, and a benefit is being held to raise money to assist in paying medical bills. Angela lives in Lino Lakes with her husband and three kids. Staff recommends Council approve the lawful gambling exempt permit for the Deyo benefit. H.1 Vacation of Drainage and Utility Easement — Clearwater Cove Outlot G D.R. Horton is requesting a vacation of the existing drainage and utility easement located over Outlot G, Clearwater Cove. The outlot will be used for the development of Clearwater Cove 2nd Addition. New drainage and utility easements will be placed on the lots at the time the final plat is recorded. Staff is comfortable with the applicants requests to vacate the drainage and utility easements. Staff recommends that the City Council open the public hearing, take all comments, and approve the notice to vacate the drainage and utility easement located over Outlot G, Clearwater Cove. I.1 Update on 147th/Oneka Lake Boulevard Neighborhood Open House An Open House was held on Tuesday, May 10, 2016 to allow residents to view the plans for improvements to 147th Street and Oneka Lake Boulevard between Foxhill Avenue North and Goodview Avenue North. Staff will provide Council an update. L2 Approve Resolution for Approving Plans and Advertising for Bids for 147th/Oneka Lake Boulevard At the March 7, 2016 Council meeting, a public hearing was held on the 147th/Oneka Lake Boulevard proposed street improvements after which the Council ordered the preparation of plans and specifications for the project. The plans have been prepared and were shared with the affected property owners at an open house held on May 10, 2016. The plans are completed, and the next step is for the Council to approve the plans and authorize the advertisement for bids for the project. Staff recommends approval of a Resolution to that affect. I.3 Approve Resolution Designating No Parking on 147th Street and Oneka Lake Boulevard City of Hugo has planned improvements for 147 Street North/Oneka Lake Boulevard east of Foxhill Avenue North and west of Goodview Avenue North that do not provide adequate width for parking on both sides of the street. Approval of the proposed construction as a State Aid street project is conditioned on a restriction in parking. Staff recommends Council approve the resolution designating no parking on 147th Street and Oneka Lake Boulevard between Foxhill Avenue North to Goodview Avenue North. I.4 Update on Solar Subscription Agreement At the April 4, 2016 meeting, Community Development Assistant Rachel Leitz spoke to the Council about a solar subscription RFP through the Met Council that the City joined in 2015. She stated that the City had been paired with Geronimo Energy and have been given the opportunity to subscribe to a solar garden. In return, the City would receive a bill credit on its energy bill. The Council had questions regarding the contract and other background information on the company. Staff has provided the Council with supplemental information on the solar subscription, including the contract, and would like to receive feedback on whether the City should continue to move forward and subscribe to the garden. The contract would need to be evaluated further by our City Attorney if the response is to continue through the process. K.1 Update on the Yellow Ribbon Network Council Member Chuck Haas and Phil Klein will report to Council any updates on the City of Hugo's Yellow Ribbon Network activities. M.1 Micra Manufacturing Open House on Thursday, May 19, 2016 Micra Manufacturing will hold an open House on Thursday, May 19, 2016 from 2-6 p.m. This has been posted but not officially scheduled as a meeting. M.2 Six Cities Meeting on Thursday, May 26, 2016 At its April 18, 2016 meeting, staff scheduled a meeting to attend the Six Cities meeting on Thursday, May 26, 2016 at 7 p.m. at Lino Lakes City Hall. This is a meeting to discuss the Met Council's Joint Water Utility Feasibility Study that was completed in December, 2015. This study reviews the potential to combine the municipal water systems of six cities: Centerville, Circle Pines, Columbus, Hugo, Lexington, and Lino Lakes. M.3 Schedule Northeast Metro Water Summit The last NE Metro Water Summit was held on February 18, 2016. Staff recommend Council schedule a date to hold the next Water Summit. MA Schedule Roadway CIP Workshop Staff recommends Council select a date to hold a workshop to discuss the City's roadway CIP. It is suggested by staff to schedule this at some time during the last two weeks in June, with the exception of June 20tH N. Adjournment CITY OF HUGO MINUTES FOR THE JOINT CITY COUNCIL AND PARKS COMMISSION WORKSHOP THURSDAY, APRIL 28, 2016 Mayor Weidt called the meeting to order at 7:03 p.m. PRESENT FROM COUNCIL: Haas, Klein, Miron, Petryk, Weidt PRESENT FROM PARKS COMMISSION: Tennyson, Pontrelli, Rauschendorfer, Strub, Windisch PRESENT FROM STAFF: City Administrator Bryan Bear, Public Works Director Scott Anderson, Parks Planner Shayla Denaway, Administrative Intern Rachel Leitz, City Clerk Michele Lindau The purpose of the meeting was to discuss improvements to Lions Park, and began by taking a tour of the park. The group discussed the gateway into the park, pavilion, garage, Lions building, tennis courts, skate park, and the additional land received to the west through park dedication. Discussion continued in the Oneka Room, and Parks Planner Shayla Syverson provided background on the Lions Park Master Plan. Community Development Director Bryan Bear talked about the future development of the land to the east, stating that it needed to be taken into consideration when planning because the developer will incur some of the costs associated with future roads, ponds, and irrigation, so timing was important. Finance director Ron Otkin presented a financing plan. Assuming it is constructed as soon as possible, all park and street construction funds, normally used for road projects, would be used, and a $5 million tax abatement bond would need to be issued. This would push any future road projects out to the year 2020. There was a desire among all to create a park that meets the needs of the entire community; however, they did not want to put the City at risk. Consensus was made to request approval by the Council for a feasibility study to be done. The meeting adjourned at 9:17 p.m. Respectfully submitted, Michele Lindau City Clerk MINUTES FOR THE HUGO CITY COUNCIL KIDZ `N BIZ FESTIVAL SATURDAY, APRIL 30, 2016 11 A.M. — 2 P.M. PRESENT: Haas, Klein, Miron, Petryk, Weidt ABSENT: None ALSO PRESENT: Parks Planner Shayla Denaway The Hugo Business Association held the Annual Kidz `n Biz Festival at the Oneka Elementary School from 11:00 a.m. to 2:00 p.m. Over 375 kids were in attendance, and approximately 30 businesses participated. The Hugo EDA was once again a sponsor in the amount of $750 for bike raffle prizes. Respectfully submitted, Shayla Denaway Parks Planner MINUTES FOR HUGO CITY COUNCIL MEETING ON MAY 2, 2016 Call to Order Mayor Weidt called the meeting to order at 7:01 p.m. PRESENT: Haas, Klein, Miron, Petryk, Weidt ABSENT: None ALSO PRESENT: City Administrator Bryan Bear, City Engineer Jay Kennedy, City Attorney Dave Snyder, and City Clerk Michele Lindau Moment of Silence for Viola Maslowski Mayor Weidt called for a moment of silence for Historical Commissioner Viola Maslowski who passed away on April 29, 2016. Vi was a lifelong resident of Hugo, and served on the Commission for the past 13 years. She was 94 years old. Approval of Minutes for the April 14, 2016 Local Board of Adjustments and Equalization Klein made motion, Miron seconded, to approve the minutes for the Local Board of Adjustments and Equalization on April 14, 2016 as presented. All Ayes. Motion carried. Approval of Minutes for the April 15, 2016 Park Dental Groundbreaking Miron made motion, Klein seconded, to approve the minutes for the Park Dental groundbreaking ceremony on April 15, 2016 as presented. All Ayes. Motion carried. Approval of Minutes for the April 18, 2016 City Council Meeting Petryk made motion, Klein seconded, to approve the minutes for the City Council meeting on April 18, 2016 as presented. All Ayes. Motion carried. Approval of Minutes for the April 19, 2016 Parks Commission Interviews Klein made motion, Petryk seconded, to approve the minutes for the Parks Commission interviews on April 19, 2016 as presented. All Ayes. Motion carried. Hugo City Council Meeting Minutes for May 2, 2016 Page 2 of 7 Approval of Minutes for the April 21, 2016 Metro Cities Annual Meeting Klein made motion, Miron seconded, to approve the minutes for the Metro Cities annual meeting on April 21, 2016 as presented. All Ayes. Motion carried. Approval of the Agenda Weidt made motion, Klein seconded, to approve the agenda as presented. All Ayes. Motion carried. Donation to the YRN and Blue Star Moms — Bayport Gambling Manager Marion Zimney Gambling Manager Marion Zimney and the Commander of the Bayport American Legion Post 491 presented a check for $3,000 each to the YRN and the Blue Star Moms. The Legion conducts gambling at Sal's Grill. Members of the YRN and Blue Star Moms assist the legion in conducting Bingo and meat raffles at Sal's. The Council and Mayor thanked the Bayport Legion for supporting Hugo. Carnelian -Marine -St. Croix Watershed District Board Members Thomas Polasik, Kristen Tuenge and David DeVault Board Managers Thomas Polasik, Stillwater Township; Kristen Tuenge, Scandia; and David DeVault, May Township, were in attendance to meet the Council and answer questions about the Carnelian -Marine -St. Croix Watershed District. All three, whose terms were expiring on June 21, 2016, were seeking reappointment to the board. Each shared background information on themselves and talked about their priorities, which included removal of phosphorous and aquatic species from waterways. The board was also involved with cost share programs with residents for prairie restoration, rain gardens, and other projects. The Board meets twice a month with the major meeting being held on the second Wednesday. Meetings take place at the Scandia Community Center at 6:30 p.m. The Council thanked them for the work they do and for coming to the meeting. No formal action was taken. Park, Recreation, and Open Space Commission 2015 Annual Report Annually, a report is prepared with information on the year's activities of the Parks, Recreation, and Open Space Commission. Parks Planner Shayla Denaway presented the 2015 Annual Report to Council. Included was information on the 2015 park dedication, Lions Park, trail connections, and senior recreational needs. The Parks Commission will be reviewing the parks and trails plans as part of the Comprehensive Plan update. Hugo City Council Meeting Minutes for May 2, 2016 Page 3 of 7 Approval of the Consent Agenda Miron made motion, Klein seconded, to approve the following Consent Agenda: 1. Approval of Claims 2. Approve Annual Performance Review for Parks Planner Shayla Denaway 3. Approve Application for Water Surface Use Permit for David Strub on Sunset Lake 4. Approve Application for Water Surface Use Permit for Mike Ball on Round Lake 5. Approve Renewal of 2 a.m. Liquor License for Blue Heron Grill, Inc. 6. Approve Amendment to Personnel Policy Regarding Fire Department Probationary Period 7. Approve Board of Trustees Request for Increase in Lump. -Sum Pension 8. Approve Naming of McCollar Park in Fable Hills 9. Approve Purchase of Playground Equipment for McCollar Park 10. Approve Letter of Intent and Application for Met Council Stormwater Reuse Grant 11. Approve Appointment of Gina Duncanson as the Fire Marshal on the Hugo Fire Department 12. Approve Appointment of Cathy Moore-Arcand to the Parks Commission All Ayes. Motion carried. Aggroval of Claims Adoption of the Consent Agenda approved the Claims Roster as presented. ve Annual Performance Review for Parks Planner Shavla On May 11, 2009, the City Council approved the hiring of Shayla Denaway as the Economic Development/Parks Intern, and on May 3, 2010, Council approved promoting Shayla as the new Parks Planner. Adoption of the Consent Agenda approved the annual performance review for Parks Planner Shayla Denaway. Approve Application for Water Surface Use Permit for David Strub on Sunset Lake On behalf of residents living on Sunset Lake, resident David Strub had made application to the City of Hugo for a water surface use permit to allow residents to water ski on the slalom course on the lake. Washington County Sheriff's Department has provided the application form that has been completed by David Strub. Adoption of the Consent Agenda approved the application for a water surface use permit for a water skiing course on Sunset Lake. Hugo City Council Meeting Minutes for May 2, 2016 Page 4 of 7 Approve Application for Water Surface Use Permit for Mike Ball on Round Lake On behalf of residents living on Round Lake, resident Mike Ball had made application to the City of Hugo for a water surface use permit to allow residents to water ski on the slalom course on the lake and put a water ski jump on the lake. Washington County Sheriff's Department has provided the application form that has been completed by Mike Ball. Adoption of the Consent Agenda approved the application for a water surface use permit for a water skiing course on Round Lake. Approve Renewal of 2 a.m. Liquor License for Blue Heron Grill, Inc. Blue Heron Grill, Inc., 14725 Victor Hugo Boulevard, had applied for renewal of its 2:00 a.m. closing time license. City staff had reviewed the application and found it to be satisfactorily complete. Adoption of the Consent Agenda approved the renewal of the 2:00 a.m. closing time for the Blue Heron Grill. Approve Amendment to Personnel Policy Retarding Fire Department Probationary Period Fire Chief Kevin Colvard and Deputy Fire Chief Jim Compton Jr had recommended changes to the Personnel Policy on the probation period and inclusion of language regarding training bonuses. The revision permits the Fire Chief to reduce the 24 -month probation period to a period not less than 12 months. It also allows for the payment of training bonuses after the probation period and completion of specific courses. Adoption of the Consent Agenda approved the amendments to the personnel policy. Approve Board of Trustees Request for Increase in Lump. -Sum Pension The Board of Trustees for the Hugo Firefighter's Relief Association formally requested City Council ratification of an increase of $100 per year of service in their lump -sum pension benefit. The Finance Department had reviewed this request and found it to be financially feasible and consistent with the Pension Fiscal Policy adopted in April, 2012. Adoption of the Consent Agenda approved to ratify the Board of Trustees request for a $100 increase in their lump -sum pension benefit. Approve Naming of McCollar Park in Fable Hills At their April 13, 2016 meeting, the Park, Recreation, and Open Space Commission had made a recommendation to name the new park in the Fable Hill neighborhood McCollar Park. The park property was acquired through park dedication and has been improved to include a park shelter, irrigated open space, and perimeter trees. Developer Len Pratt had recommended to the Parks Commission that the property be named in honor of the former property owner which provides not only a legacy but represents the historical character of the area. Adoption of the Consent Agenda approved the naming of the park in Fable Hill to McCollar Park. Hugo City Council Meeting Minutes for May 2, 2016 Page 5 of 7 Approve Purchase of Playground Equipment for McCollar Park At the City Council meeting of March 7, 2016, approval was given for the purchase of playground equipment for the new park in the Fable Hill neighborhood in an amount totaling $70,000. The total playground cost includes $50,000 from the Special Park Fund and a $20,000 donation from the Fable Hill Homeowners Association. At the Parks, Recreation, and Open Space Commission meeting of April 13, 2016, four vendors made proposals for the playground. The neighborhood was invited to participate and assisted in the selection of equipment to include structures for 2-5 year olds and 5-12 year olds, a Rev 8 spinning net, a play house, and adult fitness equipment. Adoption of the Consent Agenda approved the purchase and installation of Burke play equipment proposed by St. Croix Recreation. Approve Letter of Intent and Application for Met Council Stormwater Reuse Grant The Met Council has grant funds available to implement water reuse projects. The Rice Creek Watershed District will administer the grant funds on behalf of Met Council, and is currently soliciting projects for consideration. City staff had prepared a grant application related to the Waters Edge reuse system, along with a letter of intent, that need to be forwarded to RCWD in order to be considered for grant funding. Adoption of the Consent Agenda approved the enclosed application and letter of intent for submission to RCWD. Approve Appointment of Gina Duncanson as the Fire Marshal on the Hugo Fire Department Fire Chief Kevin Colvard had chosen Gina Duncanson to be appointed as the new fire marshal on the Hugo Fire Department. The position was recently held by Firefighter Colin Emans, who is now the training lieutenant. Adoption of the Consent Agenda approved the appointment of Gina Duncanson as the fire marshal effective May 1, 2016. Approve Appointment of Cathy Moore-Arcand to the Parks Commission On April 19, 2016 Council interviewed three applicants for the vacancy on the Parks Commission. This vacancy was created by the resignation of Cinde Morris. After discussion, Council concluded Cathy Arcand was best fit for the position. Adoption of the Consent Agenda approved the appointment of Cathy Moore-Arcand to fill the vacancy on the Parks Commission with a term to end on December 31, 2016. Beaver Ponds Water Reuse Proiect The City solicited bids for the Beaver Ponds water reuse project for irrigation of the park. Three bids were received and opened on April 21, 2106. City Engineer Jay Kennedy provided background information on the project and described how it connected to the existing irrigation system. Kennedy explained that neighbors had been concerned about draining the pond. Staff had met with them, and plans were adjusted to only draw down the water three feet before shutting off the pump. Three bids were received and opened on April 2, 2016 with Peterson Companies being the low bidder. Hugo City Council Meeting Minutes for May 2, 2016 Page 6 of 7 Klein made motion, Haas seconded, to award the bid to Peterson Companies in the amount of $172,500, with $50,000 to be paid through a grant received from the Met Council. All Ayes. Motion carried. Capitol Update — State Representative Matt Dean Representative Matt Dean was not on the agenda but was in the audience. Mayor Weidt invited him to come forward to provide an update. He explained there are three weeks left at the capitol, and the major bills are still on the table. The surplus has shrunk to 9 million, the senate bonding request is at 1.8 billion, and the governor's request is at 1.5 billion. Dean is the chair of the Health and Human Services Committee, and he and Representative Linda Runbeck strongly support Hugo's stormwater reuse bill and the railroad bill in the house, as well as the short line grant funds bill. Update on Senior Survey At its December 7, 2015 meeting, the Council agreed to contribute $ 3,000 to the White Bear Lake School District for a telephone survey conducted by Morris Leatherman Company. White Bear Lake Area Schools Community Services and Recreation Department initiated the study to gain a better understanding of the changing senior population. Of the 1079 households with residents over 60 years of age randomly selected to participate in the survey, 17% were Hugo residents. Parks Planner Shayla Denaway presented to Council the results of the survey, which were presented at a community forum in December, 2015 and January, 2016. Based on the results of the survey, several action teams have been meeting and working on different topics including transportation, housing, services, health care, and recreation. Staff found that, based on the survey, the senior population is generally happy with their quality of life. Update on Lions Park Workshop A joint meeting was held with the Council and the Parks Commission on April 28, 2016 to discuss phasing and funding for Lions Park improvements. City Administrator Bryan Bear provide an update to Council. At the meeting, participants generally agreed that a feasibility study needed to be done to evaluate roads, financing/funding, and phasing. It was also discussed whether to do the City's road C.I.P. or the feasibility study first. City Engineer Jay Kennedy stated that a study could be done for $17,000. Klein made motion, Miron seconded, to order a feasibility study on the cost and phasing of Lions Park in the amount of $17,000. All Ayes. Motion carried. Hugo City Council Meeting Minutes for May 2, 2016 Page 7 of 7 Update on the Yellow Ribbon Network Council Members Chuck Haas and Phil Klein updated the Council on recent activities of the Yellow Ribbon Network. Haas thanked Drytech for sponsoring Hamburger Night. The YRN is receiving more requests for army survivor assistance services to help Gold Star Families. The state chaplain has requested baskets for marriage retreats. The YRN will help staff a suicidal awareness event on September 11th. They also hosted an event for the 147th Health and Human Services Company by serving coffee and doughnuts. They will be assisting the 134th Brigade Support Battalion during their training and are working with Lino Lakes YRN in getting their 501 C. Haas thanked City Attorney Dave Snyder for his help in that. They are still receiving requests for care packages and receiving Girl Scout Cookies. A MN National Guard solider moved into Hugo and requested help from a plumber and needed a fence installed. The company installed the fence for free and informed Haas they did a fundraiser every six months and will be doing one for the YRN. The Eaglebrook Church is hosting a volunteer community outreach event and, and the YRN will be sponsoring a table. Schedule Annual Performance Review for City Administrator Bryan Bear Bryan Bear has been employed with the City since May 3, 2004. Bryan served as the Community Development Director until being appointed the City Administrator on November, 7, 2011. Staff requested Council schedule the annual performance review for City Administrator Bryan Bear. Weidt made motion, Miron seconded, to schedule the annual performance review for June 13, 2016 at 7 p.m. All Ayes. Motion carried. Schedule Council Photo There is no photo of the current City Council. Staff recommended Council gather for an informal picture to be taken a few minutes before or after a scheduled Council meeting or schedule a date on which to take a professional photo. The Council agreed to meet before the meeting on June 13, 2016 for a picture. Adjournment Klein made motion, Miron seconded, to adjourn at 8:53 p.m. All Ayes. Motion carried. Respectfully Submitted, Michele Lindau City Clerk MINUTES FOR THE HUGO CITY COUNCIL 147th STREET/ONEKA LAKE BOULEVARD OPEN HOUSE ON ROAD PROJECT TUESDAY, MAY 10, 2016 PRESENT: Klein, Miron, Petryk, Weidt ABSENT: Haas ALSO PRESENT: City Administrator Bryan Bear, WSB Engineers Jim Stremel and Lydia Larson, and Senior Engineering Technician Steve Duff An open house was held in the Oneka Room at City Hall for residents along the 147th Street/Oneka Lake Boulevard to discuss the street reconstruction project. The residents were able to view the construction plans and ask questions of staff regarding proposed construction. There were 15 residents that attended the open house. Some of the issues voiced by residents included concerns regarding the speed of traffic on the roadway, school bus pick up area at Foxhill Avenue North and 147th Street, and there was a desire to see a crosswalk installed. A resident on Glenbrook Avenue North thought a connection to the trail at Glenbrook would be nice, as people currently walk through his yard to get on the trail. He stated he was willing to give the City an easement over his property to construct the connection. Residents questioned the timing of construction, and staff responded that it was anticipated construction would begin after the 4th of July holiday. Residents in attendance were positive and looking forward to the project being completed. The meeting started at 5:30 pm and completed by 7:00 pm. Respectfully Submitted, Steve Duff Senior Engineering Technician City of Hugo Claims May 16, 2016 6.1 Vendor AI's Coffee Company American Diabetes Association Invoice dego. $ $ Amount Description 68.95 Breakroom Su lies 250.00 Tour de Hugo Advertising Department Public Works Parks Dept Anderson, Scott As en E ui ment Co 3 $ $ 83.84 S rin Cleanu Da Supplies 611.40 Ins ection & Re airs - Unit #104 Recycling Street De t As en Mills As en Mills %CLAIM$ $ $ _ 11.85 Swa Stra 239.70 Officer Badges Fire Dept Fire De t Aspen Mills Aspen Mills $ $ 370.60 Class A Uniform Jacket, Pants & Shoes 183.40 Knit Hats & Baseball Caps Fire Dept Fire De t Aspen Mills Aspen Mills Aspen Mills Bauer Built Tire Bear, Bryan 180474 180187448 CLAIM $ $ $ $ $ _ 49.70 Name Tags 195.00 New Loo Design & Setup 1,052.15 Fire Department Sweatshirts, Shirts & Jackets 185.20 Tires - Unit #318 228.06 MCMA Conference Expenses Fire Dept Fire Dept Fire Dept Parks Dept Administration Bieniek, Bob CLAIM $ 17.98 EMI Flat Pack Refill Kit Fire Dept Bound Tree Medical LLC 82118231 $ 346.27 Medical Supplies Fire Dept Century College 612105 $ 469.00 Fire Apparatus Operations - Rick Gregoire Fire Dept Century College 612105 $ 469.00 Fire Apparatus Operations - Thomas Kas szakFire Dept CenturyCollege 612428 $ 1,050.00 2016 CEU Firefighter Program Fire Det CenturyLink 651 653-1154 $ 56.82 SCADA Lines Water &Sewer Century Link 651426-8763 $ 60.27 911 Emer ency Line Administration Century Link 651429-3212 $ 70.40 Fire Station Phone Lines Fire Dept Cities Digital 37865 $ 4,113.10 Laserfiche Project- Document Scanning Administration Comcast 1 4/26/201.6 $ 120.92 Business Internet (thru June 5) Public Works Comcast 4/18/2016 $ 158.27 Business Internet thru May 27) Fire Dept Emergenc A aratus Maintenance lnc 85655 $ 2,026.69 Re airs-Unit#4211 Fire Dept Emergency Automotive Technologies Inc 1 DL030816-28 $ 164.90 Universal Tablet Cradle Fire Dept Gene's Disposal Service Inc 1 282803 $ 907.36 April Waste Hauling - PW Facility Public Works Gene's Disposal Service Inc Gene's Disposal Service Inc 282803 282803 $ $ 144.27 Aril Waste Hauling - Fire Station 64.40 A ril Waste Haulin - City Hall Fire Dept Gen Gov't Bldgs Gr her State One Call O 6040449 $ 324.80 April Service Charges Water/Sewer Granicus Inc 75955 $ 1,236.00 June -August Service Web Streaming) AudioNideo HD Supply Waterworks LTD F450580 $ 5,940.00 Radio Meters Water Utilit Hotsy Equipment of Minnesota 52005 $ 251.00 Parts for Washba Public Works Innovative Office Solutions LLC IN1159443 $ 341.70 Toner Cartridges Finance De t Innovative Office Solutions LLC IN1159943 $ 258.48 No[e Pads, Post -It Notes, Staples, Etc Administration Innovative Office Solutions LLC SCN-045435 $ 170.85 Toner Cartridges Returned Finance De t Innovative Office Solutions LLC IN1162645 $ 209.91 Copy Paper Administration Innovative Office Solutions LLC IN1170629 $ 37.37 Name Tag Refills & Rubber Bands Administration Innovative Office Solutions LLC IN1170629 $ 11.72 Pens Buildin Ins ections Jimmy's Johnnys Inc 101006 $ 127.00 Portable Toilet Rental - Oakshore Park Parks De t Jimmy's Johnnys Inc 101007 $ 127.00 Portable Toilet Rental - Oneka Lake Park Parks De t Jimmy's Johnnys Inc 101008 $ 127.00 Portable Toilet Rental - Beaver Ponds Park Parks De t Jimmy's Johnnys Inc Jimmy's Johnnys Inc Jimmy's Johnnys Inc 101009 101010 101011 $ $ $ 127.00 Portable Toilet Rental - Diamond Point Park 127.00 Portable Toilet Rental -Frog Hollow Park 508.00 Portable Toilet Rental - Hanifl Park Parks Dept Parks Dept Parks De t Jimmy's Johnnys Inc 101012 $ 127.00 Portable Toilet Rental - %/ lHean Park Parks De t Jimm 's Johnnys Inc 101013 $ 127.00 Portable Toilet Rental -Arbre Park Parks De t Jimm 's Johnn s Inc 101014 $ 127.00 Portable Toilet Rental - Heritage Ponds Park Parks De t Kath Fuel Oil Service Co. 1 12320094 $ 3,669.49 A ril Unleaded Gas & Diesel Purchases Vanous Konica Minolta Premier Finance 301116513 $ 1,000.02 May Co ler Lease Pa ment Administration Menards 18338 $ 27.00 Medicine Cabinet - 14715 Forest Blvd Rental Properties Menards Minnesota Cleaning Services Inc 21564 05161<03 $ $ 29.86 Supplies 573.30 April Cleaning Service Water Utility Gen Gov't Slogs Minnesota Cleaning Services Inc 05161<04 $ 95.00 April Cleaning Service - Hanifi Parks Dept Minnesota Cleaning Services Inc 0516K05 $ 475.00 Aril Cleaning Service Public Works Minnesota Cleaning Services Inc Minnesota Department of Health 0516K05 10894 $ $ 205.00 April Cleaning Service 23.00 Water Operator Renewal - Mike Loeffler Fire. Dept Water Utility Minnesota Department of Health Minnesota State Fire Marshal Division Oceanid 11225 2016-66 12517 $ $ $ 23.00 Water Operator Renewal - Paul Christianson 135.00 State Fire Marshal Conference - Gina Duncanson 110.00 SCBA Adapter Water Utility Fire Dept Fire Dept Olson's Sewer Service Inc 83187 $ 695.00 PW Facility Septic System Pumping Public Works Preisler, Charles CLAIM $ 80.00 Building Official License Renewal Building Inspections Press Publications 512045 $ 20.46 City Council Special Meetings Notice Ordmances/Proceedin s Press Publications 512046 $ 30.69 City Council Public Hearing Notice Ordinances/Proceedings Regions Hospital 7612991 $ 488.25 Annual Medical Direction Fee 1/4) Fire Dept Rehbeins Black Dirt SafeAssure Consultants Inc 6733 1031 $ $ 120.00 Pulverized Black Dirt 4,280.94 Annual Safety Training Street Dept Public Works Schwaab Inc Sensible Land Use Coalition A046973 Re istration $ 1 $ 22.75 Plan Review Stam2 40.00 Meeting Registration - Rachel Juba Building Dept I Planning & Zoning Page 1 City of Hugo Claims May 16, 2016 Vendor Sensible Land Use Coalition Smith, Schafer &Associates Invoice Registration 38021 $ $ Amount 40.00 10,375.00 Description Meeting Registration - Rachel Leitz 2015 Audit Interim Billing Department Communi Develo ment Finance De t Ter 's Repair Co 590 $ 13,624.44 Repairs - Unit #208 Street De t Toshiba Financial Services 302174958 $ 214.98 May Copier Lease Pa ment Fire De t Toshiba Financial Services 302174958 $ 5.30 Overage Charges B & W Fire De t Toshiba Financial Services 302174958 $ 0.05 Overage Charges (Color) Fire De t Verizon Wireless 9763993203 $ 40.02 Cellular Phone Char es Fire De t Washington County 87936 $ 2,300.00 Tax Court Petitions Assessor Washington County 87936 $ 1,312.95 Mobile Home Assessment Fees Assessor Yale Mechanical 168202 $ 494.25 Spring HVAC Maintenance & Repairs Fire Dept Total Claims for May 16, 2016 1 $ 64,284.38 Page 2 G.3 To: Hugo City Council From: City Clerk Michele Lindau Date: May 10, 2016 for Council Meeting on May 16, 2016 Re: 5K Color Run on June 4, 2016 1. BACKGROUND: Memorandum The Forest Lake Wavemakers has applied for a Special Event Permit for approval of a 5K Color Run on Saturday, June 4, 2016. This requires a Special Event Permit approved by Council because the event is expected to draw between 300-500 participants and there will be amplified sound. 2. DESCRIPTION OF EVENT: The 5K Color Run is a fundraising event to be put on by the Forest Lake Wavemakers to support the Forest Lake High School's aquatics program. The event will take place at Woodloch Stables from 8 a.m. to noon. The Forest Lake Wavermakers have partnered with My School Color Run, who provide consulting services on run events, as well as forms and supplies. As part of the color run, color will be sprayed on participants along the course, and a powered color will be used for the final celebration. The applicant has provided a detailed description on the event, which staff finds acceptable. 3. REQUIREMENTS: The applicant has provided the City the completed application, hold harmless agreement and permit fee. In accordance with this permit, the applicant shall conduct the event as described herein and meet the following conditions: Prior to the Event 1. The applicant shall provide the City a copy of the insurance for the event naming the City of Hugo as additionally insured. 2. The applicant shall install temporary directional markers and caution signs along the route. During the Event 3. The applicant shall conduct the event in accordance with the approved plans submitted with the application. 4. Color packets will not be directed towards or sprayed near any vehicle, private property, or individual not participating in the event. 5. Water will be available to runners along the route. 6. No food will be prepared and served on site. 7. Weather conditions will be monitored during the event, and it will be the applicants responsibility to delay/cancel the event if necessary or advised to do so. 8. Applicant will have personnel on site who are knowledgeable and capable of administering first aid. After the Event 9. All signage visible from a public street will be removed immediately after the close of the event. Minor changes to this permit may be approved by City staff. Changes staff deems to be significant will require Council review and approval. CONCLUSION/RECOMMENDATION: Staff has been in contact with Woodloch Stables, who indicated they are very well prepared for this event. Staff recommends Council approve the Special Event Permit for the Forest Lake Wavemakers Color Run on Saturday, June 4, 2016 Hugo City H. APPLICANT Name: Address: of S Event Permit Application 14669 Fitzgerald Avenue North, Hugo, MN 55038—Phone 762-6300 — FAX (651) 426-2859 Application Fee: $7 .00 PAID y-zCl-« Phone: (Q -V- FAX: Email:- 'xe4 L UC.*tny_fCr^�$/�� rq �awt Signature: < Date: EVENT INFORMAL O Address: �(S' (ct� (p k, *' Date: 17 U.,UL q4_1 . pLC PROPERTY OWNER/MANAGER Name: �Lh qv i� �+^� E"r+c � (� -61V FAX: bSt- U9- g6[Sy Email: DESCRIPTION OF EVENT Please review the items on the check list on the back of the application for information that is required to make this application complete. If there is not enough room below to describe the event please submit on a separate sheet of paper. City Council Approval Date Clerk Signature ❑ Yes ❑ No 11 Yes with Conditions Hold Harmless Agreement The Owner and Permit holder shall hold harmless, indemnify and defend the City of Hugo, its employees, agents, independent contractors and insurers from all claims, demands, suits, damages including reasonable attorneys fees incurred by the City, which arise from or relate to the Owner and Permit holder's activities whether or not suit is commenced. j1,.� lA, C ylr�0 Pr#wnerSSign1ature Date o t E �-�-d� 140 Permit Holde natur Date The Forest Lake Wavemakers is a non-profit booster organization whose mission is to support and promote the Forest Lake high school aquatics programs. This includes boy's and girl's swimming and diving, and the synchronized swimming program. We work with the High School Athletic Department to ensure these programs have the adequate resources (staff/equipment) to compete effectively. Finally, we advocate for the aquatic programs throughout the greater Forest Lake area to develop and encourage future participants at the high school level. Fundraising for much of the equipment used by our aquatic teams is our primary objective. Thanks to the efforts of our athletes, parents, coaches, family and friends we've been successful at raising money for items in the past. Examples: Starting Blocks, Scoreboard, Timing System (Software), Sound System, Lane Lines, Swim Equipment and Banners (recognizing athletic and academic success) Items that we're currently fundraising for include: • Training Gear (additional fins, snorkels, pull buoys, kickboards) • Pool Equipment (extra lane lines, cables, cable locks, reels and spring kits) • Technology (software updates, video recording equipment, underwater speakers) • Transportation (coach busing for outstate meets) • Hospitality (food/supplies for after meet team meals and snack bags for visiting teams). • Assistant Coaching Staff (Better ratio of coach to athlete) The event is a 5k My School Color Run. This is a down sized event for local schools. With this run we will hope to have 300 to 500 participants. Our goal for the Color Run event is to raise $8,000 to $10,000 between donations and sales. Event details: Saturday June 0, 2016 8am to Noon 5K Color Run Tentative Schedule: Check In starts at 8am 5K Run starts at 9am Runs completed by 11 am Registration: Prior to May 20, 2016 $35.00 From May 20 —June 4, 2016 $45.00 Our My School Color Run has 2 color components. First, there is the liquid color (liquid food coloring mixed with water) which is sprayed throughout the course. (4 different colors at 4 locations on the course) The second color component is the powder color packets (corn starch with food coloring) for the final color powder celebration. Our group would be looking to sell t -shirts, bottled drinks (water & Gatorade) and packaged snacks (granola bars). No food will be prepared at the site for resale and alcohol will not be served or permitted. We have talked about other vendors coming in for the event but this has not been finalized. A possible vendor is Cherries Ice Cream from Forest Lake. We are contracting with Onsite Sanitation to provide portable restrooms, an enhanced access restroom and handwashing stations. Security will be handled by volunteers. They will be located at check-in/registration and will also patrol the course during the event. A First -Aid station will be located near the check-in area and security staff patrolling the course will alert First -Aid staff if a situation arises. Restrictions to public rights-of-way and private streets is not requested for this event due to the limited number of participants and volunteers. Volunteers will be directing and assisting attendees with parking. All participants and volunteers will park on the property of the event. No parking will be allowed on any streets. Forest Lake Wavemakers and Woodloch Stables are not requesting any services, city personnel or city equipment to be provided by the City of Hugo. A public address system will be used to start the race and direct participants as needed during the event. Temporary tents will be used at the Start/Finish, First -Aid, check-in/registration and vendor areas. The Forest Lake Wavemakers agree to pay all fees and meet all requirements of the City of Hugo for this event, and the applicant below is authorized by the Forest Lake Wavemakers to enter into an agreement with the City of Hugo to organize this event. Joe Jarosz Vice -President rest L e Wa ers Y. F * . .1 rig I 4^0 .5 y.4y "So It It I &.q To: Hugo City Council From: City Clerk Michele Lindau Date: May 10, 2016 for Council Meeting on May 16, 2016 Re: MS150 Bike Ride through Hugo 1. BACKGROUND: Memorandum The MS Society has applied for a Special Event Permit for their annual bike event. This requires a permit because there will be approximately 4,000 riders, and trails and streets in Hugo will be used. 2. DESCRIPTION OF EVENT: The MS 150 is a fundraising event for the National Multiple Sclerosis Society. This event is a two-day ride from Duluth to White Bear Lake. The second day of the event, riders will be traveling through Hugo on the Hardwood Creek Trail and the shoulder of TH61. There are planned rest stops along the route, but none will be in Hugo. Riders are expected to be on the route through Hugo between 10:30 a.m. and 4 p.m. 3. REQUIREMENTS: The applicant has provided the City the completed application, permit fee, hold harmless agreement, and insurance naming the City as additionally insured. In addition, the City has received copies of the approved permits from Washington County for the use of the Hardwood Creek Trail and from MnDOT for the use of the shoulder on TH61. Staff finds no additional requirements need to be met. CONCLUSION/RECOMMENDATION: For many years, the MS 150 has posed no threat to the health, safety, and welfare of the residents of Hugo or its visitors. Staff recommends Council approve the Special Event Permit for the MS 150 bike ride on Sunday, June 12, 2016. t-im6F Special Event Permit Application Hugo City Hall, 14669 Fitzgerald Avenue North, Hugo, MN 55038 - Phone (651) 762-6300 - FAX (651) 426 -2i -5 -9 - Application Fee: $75.00 PAID S 1Z-iL, APPLICANT Name: Address: �200 Phone: `/e2-335- Signature EVENT INFORMATION Address: jZo-1/2 Date: PROPERTY OWNER/MANAGER Name: FAX: ike?- 73f- % /G%.Email:SCc7 S✓�tN(4/hmSS.ot� Address: Phone: FAX: Signature: DESCRIPTION OF EVENT Date: ` /,a -/&/ Date: Email: 9 Please review the items on the checklist on the back of the application for information that is required to make this application complete. Ifthereis not enough room below to describe the events please submit on a separate sheet of paper. /'/-r �rd A;Toes / 1rorVClji�-c Qa -AL ovif4-e- A"04(LAL .C4 7-%4/ , / QH.-/ f� T-LeLNorl /h Y--dr-5;c o;' S . y� rio4rrrf 6e74�-e,,.. City Council Approval Date Clerk Signature ❑ Yes ❑ No ❑ Yes with Conditions Hold Harmless Agreement The Owner and Permit holder shall hold harmless, indemnify and defend the City of Hugo, its employees, agents, independent contractors and insurers from all claims, demands, suits, damages including reasonable attorneys fees incurred by the City, which arise from or relate to the Owner and Permit holder's activities whether or not suit is commenced. Date - Date ALL OF THE FOLLOWING INFORMATION MUST BE SUBMITTED • Description of the Special Event and a list of all activities to take place at the Special Event. The written description shall include all of the following information: • Estimated number of persons to attend �/ ,q • Duration of the Special Event, including beginning and ending times /0:.j&, sm — y :eXa pf? ' 44 ,.c 1.2, ;2414 • Any public health plans, including supplying water to the site, solid waste collection and provision of toilet facilities, if applicable Any fire prevention and emergency medical services plans, if applicable Any security plans, if applicable • The admission fee, donation or other consideration to be charged or requested for admission, it applicable -Rp-� Whether food or alcohol will be served or sold at the event /&Sf Sip • A detailed description of all public rights-of-way and private streets for which the applicant requests the city to restrict or alter normal parking, vehicular traffic or pedestrian traffic patterns, the nature of such restrictions or alterations. Parking and traffic management plan will be required if a�pppliable. /yj/LQo7—/ A . ,&r mPof 4 X c4w,(. ■ A description of any services, city personnel, city equipment and city property which the applicant requests the city to provide, including the applicant's estimate of the number and type needed, and the basis on which the estimate is made Whether any sound amplification or public address system will be used or if there will be any playing of any music or musical instruments �a • Whether any tents or structures will be used. 1 41- • Whether signs, banners, or balloons will be used. / v0 • A statement signed by the applicant either agreeing to pay all fees and meet all other requirements of this section, or representing to the city that the applicant is duly authorized to make such agreement on behalf of the person or organization holding or sponsoring the Special Event • Applicant signature and property owner's signature, If different from applicant • Any other Information requested by the City deemed reasonably necessary in order to determine the nature of the Special Event and the extent of any Special Services required • The applicant shall sign a hold harmless agreement for the City for any accidents or damages caused by the event EVENTS SUBJECT TO CITY COUNCIL APPROVAL 1. Any event that serves alcohol. 2. Any event that expects over 200 people in attendance. 3. Any event that will Include live or amplified music or sound 4. Any event that will extend after dusk. 5. Any event proposed in the same calendar year as two preceding events on the same property. 111171v Z)4,�-7 7 - mac m) (saaaoe) 0oaummn hlnntgemaM Sydow 4 MINNL5 PORTATION Diadct Pemhhd iMON FOR MISCR ANE, OV ApRLICATION FOR MIBCJ';LLANEOUS WORK ON � TRIJNXHIGHWAYRIGHT OF WAX C.S. T.H. (TWISSECTJONFOR "iDOTOFMCG USG ONLY) AYTACfTA SA'RY'CITOTYMPROPOSRD IPORKARNAAND J1R TIONTO MIZIff MOBIM SART JIT TO D.7ST 127CT PJ3I L}p7' OI•'F1CS OP �1 JJNNR.SOTA bTqiP�ARgT�iI /R@Ni�T OePtTQRilAyNSPORT(Ap)Y70N. APPLICANT TELEP80NE 200D7Xth AVemS� MIhI$IBPm�0119 MN 66415 National Ms Society 612-965.7967 PARTYPERPOIUMPIGIVORIC TELEPHONE Sfap)A SS fairest, City, Stam, Zip) Scott Ahlgren 612-395-7967 LOCATIONQFPROPOSEDWOIHL (caytmrm Nly) (couehy) eco..) pss lltvh grgAIt'I'dCiil (lino MTEE8ECTION OR LAN.DhfARfC Rinliwa 61 In Hinckley to W Bear Lake 76 Miles North H of F IMILTWSL'ACIL,rXY IYITEDt•ITRIBALLANDS7 _. Yes MNo IF 7'RS WkIICRO Gp MVP`VORTC eRe Tour using some shoulders on 61 and some (tells In Me, chlsago, Washington & Ramsay Counties. (Counlles also contacted) SORIIACETOBEDISTURBED (CheoltAptimprlat§BoxeA) [1Readwgy 111111shoollifier []Conorelo QBituminous QGravel El TavOhlly ❑ 0ther (oxpfatp DEPTH OF EXCAVATION IMLONY NUMBER& SIZE OF EXCAVATIONS AIETRODOFRVSTALLATtiv/47ONSTRUCTI0 SURFACE R'ORICTOSTARTONORA' R M1RICTOBECO TED Ey ISTRAFFICDETOVILMUSSARYy YO ANo June 12, 2016 June 12, 2016 EY Y18, TRAFFIC CONTROL PLAN ISREQ=FD,) ARPLICANT-S ACCEPTANCE, WAIVER AND INDEhINWCATION The undersigned Appllcapt hereby agree to comply with Applicable statutes, roles, And IN sfaudard conditions and spechil provisions of flits permit The applicants understmnds and agrees that no Wait( fit 0011U00011 Will this applieAffon hill he started until the appilcatimn has been Approved and Ilio Permit issued, The applleaut is moan pf elrmnnstancos or haurds that my n4o lvhilc poformlgg tho warlt pssoofulcd with tide appllentan ilia( could rCeult in hQuily, loss, damage o1' death, And the applleAnt Agitates (he Asher sudh Circumstances, danger's And hazards, whether removably libruceahlo or not. The Apbltennt also understands that this pel'mit may also be sublets to the spprowl ethical road authorities havlbg Johhl SnpahNisfon overbold st-Aht or blghlvap, nod may be sabjedt to AllpPeantle complionoo with 1110 rates and ragulntfons at the Mhmeaoto Environmental Quality noard mrdlor Any class' affected governmental "geleteA. The undersigned applicantexplessly Agreas that excepf for negligentacls of IIID State, its Agools and ollploydes, I60 Applicant of his/her agents or` contractor shell "snake All liability for•, Andsave ilia Slate,11a agents and employceS, lmfmieds from any and at ehAhshs far dalllaill Actions on' Causes of action m'ishi ff out of the wart( to be done In connoetf nt wlllh this applieallon And permlt NAME AND TITLE ENTAIL ADDRESS ScaltAhigren - Routes & Safety Speoiallst scolt.shigran @nmss,org April 26, 2016 DATE SIGNATURE pONOT lYR1Yb'RJsZOJPzffiS rrArm P.G NOT YAM r7NLGSSD NOdQYYTDRIZIt71MnDOTSTONATUR&ATID .ERMJTNtfhfBFR ABTH0=ATY0N 6b'M1vHT Ilia arpmasiy uhdoatood that thhspm'ndl is conditlon¢d Upon resioratoa cribs Irunlcldghway rlghbof lyAp to Its original eonalt8u or to A satisfactory condition. In consideration of the appllcouPs Agreepmul to con)ply In All rrspeets Wth the applicable Imes and ilia cordltana of the Commissioner oPh•Ansphrtatmh parmhdng to this peronih po missin is hereby granted for ilia lyorh.to In, po'farl ted As dosm'IbcdIn 1110 Abovt applleatoa, sold wm9cto be performed ht acem'dauce wilh file follonbagstandard conditions And special Provisional lift ATTACBED STANDARD CONDITIONS AND SPICCIALRRO175TONS DamAil Wodcl'oB Com IeledB' AutunlzedWiDOTSI mture Data ofAuthorIzed Signature DISTRIBUTION DAPQ%TXMQ11H%MRNTE _ pEPOSIITTYPE Orlglnnl to AvgMafutenahnee Rngincer [I No.Depositltequired Cashless Check# Applicant U DeposltRpqulmdhnihe Anloentof$ 0artified Check* Sulmot Supervisor Date Depose Reeamd. Many Orderil RoadwayR 4ledone Su eNlsor PeyAt111e be whoukalwallaahj`jnrioq,ap nplallon nlhlrork Band# DATA11'ORIC COMPLETED Tile dole mhell file Ivorkfs corn hltedmastbereversed to flle.dDIDOTD1s/19cIPervills, O me) Page I oft bikeSunday June 12, 2616 LEUN0' p O f%yy9 p xes/uEP �c,H.hohlNsoN ® L00rhs1ap MS150 gys 2016 SE (i9} rwmm. wRide o dBOgerous ldEl6uCNPdIIBreId9, to tE cn ces odllM1EAiderNelp ,yr LWo: 631-913.2513. RldinghegWs 690-0:00AM: Nln Ney` PINS WY, i OpensppmYlmst.ly 7.00-10;00 A.1rL ' VdLe Ircd$12,8n 1. 2ClubmemhHSEhnSree; aso0 Is 513,933 W2014. 8pvmvrtdby. . Q P®LRRIS' nueacSTYI R, epprmdII: ]:1340:90AM In fivnuvidl Weed ".201mmnberA.vdy RudeE, why mieed 510,613 in 2039. 9ponmeW by; Comcast. NORTBUMM(W.6)I ONr%ss,mim.Wly ee45A4M.-lMFJ,L. ID hvlmrafhdvbnShn CI h'msmberS[.. HEnddv ,, rvfivmiced $10,900 in 2014. Spw dhy; 2IOd20.0902 bike E e Q .c.H.hoCIN9aN MS 150 Rfde20l6 ASSURANT ADonaldson. CORY cel�,wn; AGRI x9E Sunday June 12, 2016 CpallngAsetsdall e o ivLVGW © Rest stop ® IWA slop .. mra4. I naaaw 1a 19 fineOkMm . mr 0 Washington 1615 Keats Ave N Special Use Permit Request .� COL my Lake Elmo, MN 66042 Pine Point Raglonal Park Policy M PKP005 Parks Division (661) 430.8370 ❑ Pt, Douglas Park Group/Agency: M8800loty Data of Event: 0 611 212 01 6 Contact Name: ScottAhigren Setup Time: 8:00 NAM ❑PM Address: 200 92in Ave. S. Start Time: 8:00 ®AM ❑PM City, State, Zip: Minneapolis MN 56415 Est. Attendance: 400D E -malt: ecottahlgran@nmse,org Phone: 763-228-M0 Park Location: ❑ Sig Marine Park Reserve ❑ Pine Point Raglonal Park ❑ Cottage Grove Ravine Regional Park ❑ Pt, Douglas Park ED Hardwood Crook Trail ❑ Square lake Regional Park ❑ Historic Courthouse ❑ St, Croix Bluffs Regional park ❑ Lake Elmo Park Reserve Describe locattonffacilltles within Park you are requesting, Include a ma of proposed route if necossa : Use of the Hardwood Creek Trail for the Ms 160 Bike Tour. Riders will be on the Hardwood Creek Trail portion an the route from 10:00 am to 3:00 pm travglfng south. We have rest stops set up in Wyoming and Hugo. Where �n Wi a Type of Event: (select all that apply) Single Day Event (Fun Run, Duathlons, Trlathlons)* ❑ Up to 100 people 100 to 300 people 300 to boo people Over 600 people 001 - Lesson package (recurring dates, up to 16) Still Photography Video Photography Unusual Video Photography Pee: Vehicle Permits - Required for alf $100 vehlcles entering the park (Including drop - $300 offs). $6/day or $26 annual $600 ❑ Purchased by event entrants -Gensulb ❑ Purchased by event organizer $200 ❑ Volunteers will hand out at gate $160 $200 NOM, Mae& dropping oflentrants must also Consult hhve a vehicle permit, but may Dome and go as many times as needed * If the event leaves the park, contact the Office specialist, Washington County Milo Works, at 661-430.4313 for a road permit, Any event that takes place In a body of water will require an adequate number of certified lifeguards, Direct Costs: Any costs not covered by the Special Use Fee, including extra hours of park staff time, vohicle permits, dumpsters, portable toilets, (Groups over r000mmendod 000upanoymay require speelal faolllfies such as portable toilets or dumpsters. DallvoWlsetup of the extra facilities will be arranged by park office and added to the Special Use fee as a Direot Cost) Insurance: Certificate of insurance must be on file at feast 2 weeks before event, i understand there may be special fees and Insurance requirod. I understand that the checklist will be reviewed bythe parks Supervisor or doslg pee. Ihavo road the Speclai Use Policy for Washington County parks. l agree to follow the guldeilnes and park pfftanoo #f74, 1 understand ourgroup will be denied the commercial use if the policy is not followed. / Slgnature/TlNeofAuthorized Person Date ---- ----....w_..........-------._....-.---•-----._._.. ....... --------- -- ..._._..... offmo use only Usepermit#,lea Uae Agreement_,Incumnoe aedt8cata: Pgymani: Implemented.11101 Revised 1114,2/q6, 12116 SPECIAL USE, PERMIT WASHINGTON COUNTY Permit# 1806 Dept I Public Works/Parks Name Scott AhlgrenlMSSociety Address 20012r'Ave,S. Email Scott,ahlgren@nmss.orq Minneapolis MN 55415 Phone # 763.228.0730 Term of Permit June 12, 2016 Fee No fee required GRANT OF SPECIAL USE PERMIT Washington County (herelnaftercalled the County) hereby grants to ScottAhigren/MS Society (hereinafter called the Permittee) a nonexclusive Permit to conduct a special event on the Hardwood Creek Trail under the terms and conditions as set forth below and as detailed in the Permittee's Special Use Request documents dated 1/12116 and attached hereto and hereby made a part of this Permit as Exhibit A. Fees shall be as set forth and specified In Exhibit A. Limitation to Described Pumose and Term - The premises shall be used by Permittee solely to conduct a bike tour on the Hardwood Creek Trail between 10:00 am and 3:00 pm. Special Use Pollcy–Permittee acknowledges and agrees to abide by Washington County Parks Special Use Policy and Washington County Parks Ordinance #174. Permittee understands that it will be denied the special use if said policy and ordinance are not followed. Revocation and Termination - If the Permittee utilizes the subject property for purposes other than described In this Permit, this Permit will terminate Immediately. Indemnification - Notwithstanding any other provision to the contrary, the Permittee agrees to Indemnify, defend and hold harmless the County, Its officers, employees and agents for any and all claims arising out of the Permittee's activities related to this Special Use Permit. Insurance Requirements The Permittee agrees that In order to protect Itself, under the Indemnity provisions set forth above, it will at all times during the term of this Special Use Permit keep In force policies of Insurance providing the following checked -off liabilities, in an amount equal to the County's liability limits set forth in Minnesota Statute Chapter 468 and the workers compensation requirements in Minn. Stat. Chapter 176, The Permittee agrees as a condition subsequent to increase the required Insurance coverage as the liability limits in section 456.04 increase. Nothing in this Special Use Permit shall constitute a waiver by the County of any statutory limits upon liability. Prior to the effective date of this Special Use Permit, the Permittee will fumish the County with a current and,valid proof of Insurance certificate indicating insurance coverage in the amounts required by this Special Use Permit, This certificate of insurance shall be on file with the County throughout the term of the Special Use Permit. As a condition subsequent to this Special Use Permit, Permittee shall insure that the certificate of Insurance provided to the County will at all times be current. Any policy obtained and maintained under this clause shall provide that It shall not be cancelled, materially changed, or not renewed Without thirty days notice thereof to the County. ® General Liability ® Automobile Liability ❑ Insurance Requirements Waived Compliance with Law - The Permitee shall abide by all federal, state or local laws, statutes, ordinances, rules and regulations now in effect or hereinafter adopted insofar as they relate to the provisions of this Special Use Permit. Firearms Prohibited – Unless speoifioally required by the terms of this Permit, the Permittee, including but not limited to employees, agents or subcontractors of the Permittee shall not carry or possess a firearm on County premises. Violation of this provision shall be considered a substantial breach of the Permit: and, In addition to any other remedy available to the County under law or equity. Violation of this provision is grounds for immediate suspension or termination of this Permit. Condition Subsequent -Language will be Included here, If applicable, as advised by the County Attorney's office. Washington County )4 116 P Supsrvls r orflasignse mate — Perm t109/Authorized Representative Date A� b® CERTIFICATE OF LIABILITY INSURANCE DATEIMMIDDIYYYY) 051102016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be Endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such andomement s . PRODUCER MARSH USA, INC. 445 SOUTH STREET MORRISTOWN, NJ 07950-6454 Monistown.CenRequest@marsh.com fax: 212-946-0979 CONTACT NA E: PHONE uc No s: =6 s` INSURERS AFFORDING COVERAGE NAIC9 rMERCIAL GENERAL LIABILITY CLAIMS -MAGE MOCCUR INSURER A : Federal Insurance Company 20281 MINNE INSURED NATIONAL MULTIPLE SCLEROSIS SOCIETY INSURER B: ACE Property and Casualty Insurance Company 20699 INSURER C: Employers lnsurawe Company Or Wausau 21458 UPPER MIDWEST CHAPTER 20012TH AVENUE SOUTH MINNEAPOLIS, MN 55415 --�--- - -"- "--- INSURER D: INSURERE: PERSONAL$ ADV INJURY $ 1,0110,0110 INSURER F. GENERAL AGGREGATE $ 2,000,000 GOVERAGES CERTIFICATE NUMBER: NY0008109072-05 RFVI-glnM NI IMRFR•4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LT rypE OF INSURANCE AODLSUBR POLICYNUMBER POLICY EFF MMIDOOM POLICY EXP IMMIDD/YYYY LIMITS A rMERCIAL GENERAL LIABILITY CLAIMS -MAGE MOCCUR 358333-09 1213112015 12/31/2016 EACH OCCURRENCE $ 1,000,000 PREMISES Ea acwrmnce $ 1,000,000 MED EXP (Any ono arson) $ 10,000 PERSONAL$ ADV INJURY $ 1,0110,0110 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY ❑ JECT I -XI LOC CTHER: GENERAL AGGREGATE $ 2,000,000 PRODUCTS -COMPABP AGO $ 1,000,000 $ A AUTOMOBILE X X LIABILITY ANYAUTO ALL OWNED SCHEDULED AUTOS _ AUTOS HIREDAUTOS X NON -OWNED 7353-02-3T 12/31/2015 12/31/2016 COMBINED SINGLE LIMIT Ea ani $ 1,000,000 BODILY INJURY (Por person) s BODILY INJURY (Par aWdant) $ PROPERTY DAMAGEAUTOS $ ere e ComplCdl DedwONe $ 1000 B X UMBRELLA LIAR EXCESS UAB XOCCUR GIAIMS,MADE M00552835005 12131/2015 12(31/2016 EACH OCCURRENCE $ 5,000,000 AGGREGATE $ 51000,000 DED X RETENTIONS10000 $ C WORKERS COMPENSATION ANDEMPLOYERS'LIABDJTY YIN ANY PROPRIETOR/PARTNERID(ECUTIVE IN/A OFFICEPM,EMBER EXCLUDED? (Mandatory In NH) Oyyes decadbe under On. 1) OF OPERATIONS below WCCZO1451053-015 12/31/2015 1213112016X PE OT STATUTE EL EACH ACCIDENT $ 1,000,000 E.L. DISEASE -EA EMPLOYEE $ 1,000,000 E.L. DISEASE. POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/ LOCATIONS I VEHICLES (ACORDIei,AUd[UonIIRemadw Schedule,meybea(Mehed Nmomepacels,gWredl CITY OF HUGO ISADDED AS ADDITIONAL INSURED EXCLUDING WORMERS' COMPENSATION AND EMPLOYERS' LIABILITY POLICY. CITYOFHUGO 14689 FITZGERALD AVE. N. HUGO, MN 55038 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. of Marsh USA Ino. Manashl Mukherjee ,;MoL.l;io kk m 1988-2014 ACORD CORPORATION. All rlahts ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD Agenda Number L/5 CITY OF HUGO COMMUNITY DEVELOPMENT DEPARTMENT PLANNING :SND ZONING :4,PPLICA'TION STAFF REPORT'. TO: Bryan Bear, City Administrator FROM: Rachel Juba, Planner SUBJECT: Kettler Construction, Inc. Request for r! Preliminary Plat and PUD Amendment for "Victor Gardens North Village 71 Addition" consisting of 33 townhome units on 8.51 -acres located north of Rosemary Way and east of Elmcrest Avenue North. DATE: May 12, 2016, for the City Council Meeting of May 16, 2016 ZONING: Planned Unit Development (PUD) 60 -DAY REVIEW DEADLINE: May 30, 2016 1. PLANNING COMNIISSION UPDATE: At its April 28, 2016, meeting the Planning Commission considered and held a public hearing on the request. There were two residents that spoke during the public hearing. One resident was concerned that the units within the development were not going to be added to the Victor Gardens Home Owners Association (HOA), specifically the residents sub -association. He stated that it was his understanding that the previous developer was originally going to form a sub -association out of the entire site, however, they only build the one building and then went out of business. He stated that now there are only four homeowners in their sub -association and their dues are the highest in Victor Gardens. There is a concern that the sub -association may fail. He believed that the previous development agreement implied that the entire site must be part of one sub -association and would like either to be added to Mr. Kettler's newly formed HOA or Mr. Kettler's proposed development be added to the already existing sub -association. Staff stated that the City does not get involved in what specific HOA the units belong to, but does ensure there is an association created to maintain the private responsibilities proposed with the development. Staff added that the sub -association members may need to have a discussion with the Victor Gardens master association related to their concerns. Victor Gardens North Village 71 Addition Page 2 The developer stated although it is not his intention to join the Victor Gardens HOA, he is willing to meet with the sub -association to share the costs of some maintenance responsibilities, excluding exterior maintenance of the units. The second resident, from the same sub -association, spoke wanted to express the difficulty the sub -association is having covering costs, but stated that he thought the HOA discussion was a private issue. The Planning Commission was generally comfortable with the development and the request. One Commissioner wanted to ensure that the trees on the north property line of the development were preserved. The applicant stated he would do his best keep the existing trees. The Planning Commission unanimously recommended approval the preliminary plat and PUD for Victor Gardens North Village 76', subject to the conditions listed in the resolutions. 2. DESCRIPTION OF REQUEST: The applicant is seeking approval of a PUD amendment and a preliminary plat for 33 townhome units (27 detached units and 6 attached units) on the 8.51 acre property. The applicant is proposing the modification in order to develop a different style of townhome than was previously approved. The change results in a reduction in the number of homes on this site from 64 units to 33 units. 3. BACKGROUND: In November of 2000, the City Council approved a PUD Concept Plan for Victor Gardens. The approved concept plan included 670 housing units and 185,000 square feet of commercial/institutional buildings on 220 acres. On February 22, 2005, the City Council approved a preliminary plat and PUD general plan for "Victor Gardens North" consisting of 198 townhome units and approximately 69,900 square feet of neighborhood office/retail on 46.43 -acres. On May 2, 2005, the City Council approved a final plat for the initial phase of commercial development on Lot 1 (Festival Foods) and two commercial outlots (which are now a vacant lot and Blue Hcron Grill). On July 5, 2005, the City Council approved a final plat for the eastern 82 townhomes and an outlot of the subject parcels for the remaining 104 townhomes. On April 21, 2008, the City Council approved a preliminary plat and PUD amendment for the subject parcel to modify the townhome product design and reduce the number of units to 72. The approved products were 8 and 10 unit townhomes known as the Vantage and 4 unit townhomes known as the Courtyard townhomes. On June 16, 2008, the City Council approved the final plat for the Courtyard townhomes, 8 multi -family units (two 4-plex buildings). Only one of the buildings was built. This Victor Gardens North Village 79, Addition Page 3 leaves a lot platted for another Courtyard townhome and the two remaining outlots which are the subject parcels. 4. CONTEXT: A. Surrounding Land Use and Zoning The property to the south, across Rosemary Way, is part of this development (Victor Gardens North Village) and is developed with Ideal Credit Union, Kwik Trip and a Park Dental. The property to the west is farmland in the City of Lino Lakes. The property to the east is a previously approved phase of townhomes in Victor Gardens North. The property to the north is zoned Agriculture and consists of 10 -acre residential parcels. B. Natural Site Characteristics The site is currently vacant and was platted as an outlots as part of a previous addition in the Victor Gardens development. The site contains multiple wetlands and was previously graded in preparation of development. 5. ANALYSIS: A. Level of City Discretion in Decision -Making The City has a relatively high level of discretion in approving PUD amendments. A PUD must be consistent with the City's Comprehensive Plan. The City may impose reasonable requirements in a PUD not otherwise required if the City deems it necessary to promote the general health, safety and welfare of the community and surrounding area. The City's discretion in approving or denying a preliminary plat is Iimited to whether or not the proposed plat meets the standards outlined in the Comprehensive Land Use Regulations. If it meets these standards, the City must approve the preliminary plat. B. Consistency with Ordinance Standards The Victor Gardens PUD is a compact, mixed-use development consisting of residential, retail, office, and institutional uses. The proposed planning and design approach is commonly referred to as Traditional Neighborhood Development (TND). In short, the design concept includes 1) neighborhoods defined by public spaces, 2) a range of housing types, 3) street designs and pedestrian walkways that keep cars in perspective, 4) architecture that responds to its surrounding and local traditions, and 5) a mix of land uses to meet the daily needs of residents. PUD Amendment The applicant is requesting a PUD amendment to revise the plans as follows: Victor Gardens North Village 71 Addition Page 4 Instead of the Vantage and Courtyard townhomes, the developer is proposing two new products that have not yet been built in Victor Gardens. A slab on grade patio style home and a slab on grade twinhome, both with optional lofts. The slab on grade units are marketed towards empty nesters, retirees and active adults. The buildings have a single level, optional lofts, 2 -car garages and covered porches. These units provide a housing option that is limited in Hugo and staff believes this is a good addition to the neighborhood. The applicant has stated that the development will have a Horne Owners Association (HOA) and maintenance would be provided for items, such as, common space, landscaping, snow plowing, and garbage removal. Building Materials /Elevations The applicant has proposed vinyl lap and shake siding with aluminum trim, stone and brick accents, and asphalt roofing. Material samples and details have been provided. Staff reviewed the plans to ensure that building elevations now approved were consistent with the architectural quality previously approved and the Hugo Multi -family Design Guidelines. The guidelines suggest the following: • Higher quality materials (other than lap siding) shall cover at least 25% of the building and should be incorporated on all sides. • Architectural elements used on the front elevation (such as brick or stone, shutters, etc) shall be continued on all elevations. • Garage doors should match the main color of the unit. • A variety of colors are encouraged to be used on the units. • Mechanical equipment shall screened in an aesthetically plcasing fashion, such as landscaping. The applicant has provided several different color packages that emphasize the beige/grey color palette, with some contrast proved primarily by, the gables, with horizontal siding and shake colors. All garage doors should be a color to minimize the impact of the garages. Staff finds that in general, the proposed units meet the intent of the Victor Gardens PUD and the Multi -family Design Guidelines, however; we note the following for Planning Commission consideration: The patio home units and the twinhome units should provide additional architectural elements, from the front elevations, on the side and rear elevations. This will be different for each elevation, but the architectural elements used on the front elevation (such as brick or stone, shutters, etc) shall be continued on all elevations. Victor Gardens North Village 71 Addition Page 5 • The plans should clearly identify how the mechanical equipment for the townhomes will be screened. The mailbox locations should be shown on the plans and should be designed to be architecturally compatible with the homes in the development. Staff will continue to work with the applicant in these items and has made them conditions of approval. Setbacks The applicant is requesting flexibility on setbacks. The setbacks approved as part of the original PUD are as follows: Minimum front yard setback from public street) 15 feet Minimum setback between buildings 20 feet Minimum setback around the perimeter of the site (exterior property lines) 30 feet The applicant is proposing the following setbacks: Minimum front yard setback from private street 20 feet Minimum setback between buildings 10 feet Minimum setback around the perimeter of the site 25 feet Minimum setback around the perimeter of the site (Rosemary Way) 20 feet Although the applicant is requesting the minimum setback between buildings to be 10 feet, the majority of the buildings are 15 feet apart. There are a few instances where there are 10 feet between buildings. The applicant has a combination of front loaded and side loaded garages. The guidelines discourage garage forward design in an effort to eliminate a garage dominating view from the street. Although the applicant has some garage forward units, they have done a good job eliminating the garage dominating street view by staggering the front setback of each unit and providing side loaded garages. Sidewalks/Trails Sidewalks are provided on both sides of Rosemary Way. In addition, there is a 10 foot trail easement along the western boundary of the plat to accommodate the future trail. The applicant is proposing to build a portion of the trail to Rosemary Way. Victor Gardens North Village 7' Addition Page 6 Signage No development signage is proposed at this time. If there is signage proposed at a later date, a sign permit shall be approved and issued by the City. Parking Parking for the townhomes is required at 2.5 stalls per unit. Each unit has a two -car garage. The driveway in front of the garage is a minimum of 22 feet long, in order to accommodate parking in front of the units. Additional guest parking is required at a rate of one space per five units (for a total of 7 spaces). The applicant has indicated that the streets will be constructed to be 28 feet wide and can accommodate on street parking. Staff agrees with the applicant that the streets will be sufficient for guest parking. Landscaping Section 90-181 of the Zoning Ordinance. provides landscaping requirements for the development. The landscape plan exceeds ordinance requirements. The plan shows landscaping around the perimeter of the site as a buffer, as required by the original PUD approval. The applicant is currently showing 35 units on the landscaping plan. The applicant shall update the landscape plan for the 33 unit plan design. The applicant is also showing open space that includes a pergola and landscaping as a gathering space for the residents. The applicant has stated that this would be a good location for a set of mailboxes. Park Dedication The developer had previously satisfied park dedication requirements and no additional dedication is required. Streets/Access Access to the site is provided by Rosemary Way and Elmcrest Avenue. There are no public streets proposed within the development. The private drives within the development would be maintained by the Homeowners Association (HOA). Grading/Drainage The site was graded several years ago as part of the Victor Gardens North Village development. As a result, the proposed grading is relatively minor. The stormwater management plan for the Victor Gardens North Village was designed to manage the majority of the stormwater for this site. The plans include minor modifications to the pond on the northwest corner of the property to serve the remainder of the plat. The stormwater pond located south of Rosemary Way directly south of the Victor Gardens North Village 71 Addition Page 7 development will sen•c the majority of the project area. The applicant will need to complete an as -built survey of the pond to verify that it remains consistent with the original design. Wetlands The wetlands located near the west and south access roadway locations (as graded) are under review by the Technical Evaluation Panel (TEP) for consideration as incidental wetlands. Staff expects that the wetlands will be deemed incidental due to grading; however; the formal approval is pending. Utilities The storm sewer facilities will be privately owned and maintained by the HOA. The sewer and water will be publicly owned and maintained. The sewer and water will be located within Outlot A and the associated drainage and utility easement. Preliminary Plat The applicant is requesting approval of a preliminary plat to allow the creation of 33 townhome units on this 8.51 -acre site. Lot Size The PUD district has no minimum standards for lot size; however, the proposed development would comply with the intent of the original PUD plan. 6. Conclusion Staff has reviewed the PUD amendment and preliminary plat for consistency with the applicable standards outlined in the Comprehensive Land Use Regulations and finds that the applications are generally consistent with the standards with the conditions of approval as recommended in the attached resolutions. The developer complies with the intent of the original PUD approvals to provide a traditional neighborhood development. Staff finds that the proposed architecture of the new buildings meets the minimum standards expected within this PUD and the minimum standards of the Hugo Multi- family Design Guidelines, with the conditions listed in the resolution. 7. STAFF RECOMMENDATION: Staff recommends approval of the draft resolutions approving the PUD amendment and preliminary plat, subject to the conditions listed in the attached resolutions. Victor Gardens North Village 71 Addition Page 8 8. PLANNING COMMISSION RECOMMENDATION: The Planning Commission unanimously recommended approval the preliminary plat and PUD for Victor Gardens North Village 7t', subject to the conditions listed in the resolutions. ATTACHMENTS: 1. Location Map 2. Approving PUD Amendment Resolution 3. Approving Preliminary Plat Resolution 4. Developers Narrative 5. Engineers Memo dated April 21, 2016 6. Approved Plan from 2008 7. Proposed Preliminary Plat dated April 22, 2016 8. Proposed Civil Plans dated April 18, 2016 9. Proposed Landscape plan stamp dated April 15, 2016 10. Proposed Aspen III Patio Home Elevations 11. Proposed Chestnut III Patio Home Elevations 12. Proposed Twinhome Elevations Victor Gardens North Village 7th Site MN Sla Pre Plat and PUD Amendment Map W+$ s Wr.z Jw- Ok Ow ,x1+•Y Al l 1 " q, IF ��� q the ,• I o '" � .h� Site I w R7 *' CITY OF HUGO RESOLUTION 2016 - APPROVING A PUD AMENDMENT FOR KETTLER CONSTRUCTION, INC. FOR "VICTOR GARDENS NORTH VILLAGE 7TH ADDITION" ON PROPERTY LOCATED NORTH OF ROSEMARY WAY AND EAST OF ELMCREST AVENUE NORTH WHEREAS, Kettler Construction, Inc. has requested approval of a PUD Amendment to allow construction of 33 townhome units on 8.51 -acre property legally described as follows: Outlot A and Outlot B, Victor Gardens North Village 5th Addition, according to the recorded plat thereof, Washington County, Minnesota. WHEREAS, the Planning Commission has reviewed the PUD Amendment at a duly called Public Meeting and recommends approval; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the request by Kettler Construction, Inc. for a PUD Amendment, subject to the following conditions: 1. A PUD Amendment is approved to allow the creation of 33 townhome units in accordance with the plans received by the City on March 30, 2016, April 15, 2016, April 21, 2016, and April 22, 2016, except as amended by this resolution. 2. Approval is contingent upon City Council approval of the requested preliminary plat. 3. The development shall be consistent with the Victor Gardens PUD concept plan approvals (Resolution # 2000-47), and Victor Gardens North PUD approvals (2005- 05 and 2005-06), except as otherwise noted herein. 4. Private driveways in front of the townhome garages shall be a minimum of 22 feet long to accommodate parking. Resolution 2016 - Page 2 5. The developer shall create, or join, Home Owners Association (HOA) for the purposes of maintenance of items within the common areas (Outlot A). These items include, streets, landscaping, exteriors, and stormwater utilities. 6. All platted townhome lots shall comply with the following setbacks: Minimum front yard setback from private street 20 feet Minimum setback between buildings 10 feet Minimum setback around the perimeter of the site 25 feet Minimum setback around the perimeter of the site Rosemary Way) 20 feet 7. Prior to final plat approval, the applicant must comply with the following conditions: Architecture a. The elevations for the patio homes and twinhomes shall be revised to provide architectural elements used on the front elevation (such as brick or stone, shutters, etc) continued on all elevations. Staff shall review and approve the elevations. b. All building elevations shall receive nearly equal treatment and visual qualities. c. The developer shall submit a design palette (including material samples) for the entire project for City review and approval. The palette shall include colors for siding, shakes, shutters, shingles, brick, and stone. Building colors and materials shall be harmonious throughout the development. d. No adjacent home shall have the same front elevation or colors. Materials shall be consistent with the architectural plans and design palette to be reviewed and approved by City staff. e. The plans must be revised to clearly identify how the mechanical equipment for the townhomes will be screened. Signage f. No development signage is proposed or approved. If signage is proposed at a later date it shall be reviewed and approved by the City and a sign permit shall be issued. The sign shall be consistent with the development and the located shall be reviewed and approved by staff. Parks and Trails g. A 10 -foot trail easement is provided along Elmcrest Avenue for the future trail. This easement shall be shown on the plans. Resolution 2016 - Page 3 h. The planned future trail along Elmcrest Avenue shall be constructed and paid for by the developer. i. Park dedication requirements for this site have been met with previous additions. No additional park dedication is required for this phase. Landscaping j. The applicant shall revise the landscape plan to: 1) Show the proposed 33 units. 2) Indicate what trees on the north side of the property will be preserved. 3) Add additional landscape buffer on north property line. 4) Remove trees from Rosemary Way Boulevard and add trees along Rosemary Way on development property. Miscellaneous k. The applicant shall comply with all conditions from the City Engineer's memo dated April 21, 2016. The developer must obtain all necessary stormwater management and WCA permits from the City. m. The applicant shall complete an as -built survey of the stormwater pond south of Rosemary way that serves this site. n. The applicant shall provide copies of the development covenants/HOA documents for City review. A copy of the covenants/HOA documents shall be filed with the final plat. o. The applicant shall provide copies of the cross access and maintenance agreements for City review. These documents shall be recorded with the final plat for the shared private drives and parking. 8. Prior to issuance of building permits, the applicant must comply with the following conditions: a. The homeowner's association documents shall include language to ensure that the enclosed garage spaces are maintained for vehicle parking and that parking of snowmobiles, boats, RVs and other recreational vehicles in the driveway is discouraged. The covenants should be drafted to prohibit the storage of anything in the garage or driveway that would prevent the storage and parking of vehicles. b. The homeowner's association documents and sales information shall note that the property to the north is zoned Agricultural (AG) and that the intent of this district is to provide an area for the production of livestock, dairy animals, dairy products, poultry or poultry products, fur -bearing animals, horticultural or Resolution 2016 - Page 4 nursery stock, fruit, vegetables, forages, grains, timber, trees, or bees and apiary products, and other uses dependent on the inherent productivity of the land. c. The developer's architectural control committee (ARC) shall review and approve all building designs for compliance with this resolution, prior to building permit submittal. A written copy of the ARC approval shall be submitted with the building permit application for each building. The City shall review the building architecture for compliance with the approved plans prior to issuance of building permits. d. At the time of final plat approval for each phase of the development, the applicant shall submit PUD Final Plans for the review and approval of the City staff. e. The applicant shall obtain all necessary local, state, and federal permits. 8. Prior to issuance of a certificate of occupancy for the first building, the applicant must comply with the following conditions: a. The landscape buffer around the perimeter of the site shall be fully installed. b. The trail along Elmcrest Avenue shall be constructed. WHEREUPON, said Resolution was declared duly passed and adopted by the City Council for the City of Hugo this 16' of May, 2016. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk CITY OF HUGO RESOLUTION 2416 - APPROVING PRELIMINARY PLAT FOR KETTLER CONSTRUCTION, INC. FOR "VICTOR GARDENS NORTH VILLAGE 7TH ADDITION" ON PROPERTY LOCATED NORTH OF ROSEMARY WAY AND EAST OF ELMCREST AVENUE NORTH WHEREAS, Kettler Construction, Inc. has requested approval of a preliminary plat to allow construction of 33 townhome units on the 8.51 -acre property legally described as follows: Outlot A and Outlot B, Victor Gardens North Village 5th Addition, according to the recorded plat thereof, Washington County, Minnesota. WHEREAS, the Planning Commission has reviewed the preliminary plat at a duly called Public Hearing and recommends approval; NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the request by Kettler Construction, Inc. for a preliminary plat, subject to the following conditions: 1. A preliminary plat is approved to allow the creation of 33 townhomes in accordance with the plans received by the City on March 30, 2016, April 15, 2016, April 21, 2016, and April 22, 2016, except as amended by this resolution. 2. Approval is contingent upon the City Council approval of the requested PUD amendment. 3. The development shall be consistent with the Victor Gardens PUD concept plan approvals (Resolution # 2000-47) and Victor Gardens North PUD approvals (2005-05 and 2005-06), except as otherwise noted herein. 4. Outlot A shall be owned and maintained by the Home Owners Association (HOA). 5. Park dedication requirements for this site have been met with previous additions. No additional park dedication is required for this phase. 6. Prior to the release of the final plat for recording, the developer must comply with the following conditions. a. The developer must comply with all conditions outlined in the City Engineer's memos dated April 21, 2016. Resolution 2016 - Page 2 a. The developer must obtain all necessary stormwater management and WCA permits from the City. b. The applicant shall complete an as -built survey of the stormwater pond south of Rosemary way that serves this site. b. The developer shall obtain all necessary local, state, and federal permits. c. Development standards for the project shall be as approved with Resolution 2016 - for the PUD. d. The developer shall provide the Homeowners Association (HOA) documents for review and approval by staff. 7. Prior to the issuance of building permits, .the developer must comply with the following conditions. a. The applicant shall record the final plat, development agreement and all other documentation at Washington County and provide the City with proof of recording. WHEREUPON, said Resolution was declared duly passed and adopted by the City Council for the City of Hugo this 16' day of May, 2016. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk KE"'T ER CONSTRUCTION, INC 2 Southpointe Court North Oaks, MN. 55127 Builder License 9 BC626504 �ll ; APR J 4 2016 8y- -by3, (651)248-1179 Greetings City of Hugo Administrative Staff, Planning Commission, and City Council Members, My name is Richard Kettler, and I am a developer/general building contractor doing business as Kettler Construction, Inc. I am not new to the City of Hugo. I had previously developed and, in 2011, completed the development known as Fenway Place. It is located at the intersection of Fenway Avenue and 141 Street North. It consists of 19 twinhomes, or 38 total units. The twinhomes are composed of two different floor plans and a mixture of slab on grade, lookout, and walkout designs. I recently purchased an undeveloped parcel of property known as Victor Gardens North Village P Addition. It is approximately a nine acre site located on the Northeast corner of Elmcrest Avenue North and Rosemary Way. A final plat of this parcel was previously approved as a PUD (Planned Unit Development) by the City of Hugo on June 16, 2008 (Resolution 2008-30). The proposed developer/builder was the Rottlund Company. Their approval consisted of 72 townhome units consisting of 3 story buildings with 10 unit, 8 unit, and 4 unit configurations. I am proposing less than half that density, or 33 total units, which will consist of one level, slab on grade villas, with an optional loft. To accommodate our proposed plan, I am requesting an amendment to the existing PUD. With an amended PUD, I am requesting the following development considerations: That the setback on Rosemary Way be reduced from 30 feet to 20 feet That the setback on Elmcrest Avenge be reduced from 30 feet to 25 feet - That the streets be constructed as private vs. public That the side yard setbacks are 15 feet, and 13.8 foot avg. side yard setbacks on NE cul de sac That the front yard setbacks are 20 feet for side load garages, 22 feet for front load garages Over the last two months, my engineering consultant, Chuck Plowe, and I have worked closely with Rachel Juba and her staff, during which time we have revised and tweaked our original concept, based on staff comments. Along with the expertise and imagination of Chuck Plowe, we have designed a concept plan that i believe meets everyone's needs. Some of the key points in this concept plan that make it unique and interesting are: 1) We have a nice mixture of attached and detached units. There are 27 detached units and 6 attached units (three twinhomes). 2) We have staggered most of the unit's front setbacks to avoid the typical townhome development look where there are townhome after townhome with the same front setback. This not only creates visual interest, but also helps eliminate having side windows facing each other between adjacent buildings. 3) We have further avoided the typical townhome feel by offering a mix of front and side load garages. of the 33 total units, 14 will have side load garages, and 19 will have front load garages. 4) We have thoughtfully planned the position of the front and side load garages to minimize driveways facing each other on a common street. 5) We are offering four floor plans to choose from. Although they are all basically the same footprint, you couldn't distinguish from the outside because they will have different architecture, elevations, colors, and exterior stone applications. 6) We are offering several different color schemes, with the stipulation that the same base color cannot be used with by any two adjacent buildings. The base siding and trim will consist of vinyl products. Concerning the townhome units, my recent experience with clients in other communities indicate that there is a need for slab on grade units with no steps, no maintenance, a minimum of two bedrooms, two baths, approximately 1,700 total square feet, in a quiet neighborhood close to shopping, freeway access, and priced under $300,000. Most customers, if given a choice, prefer a detached townhome. J am offering four different floor plans that will accomplish these needs. We are abiding by the same PUD landscape requirements in place with the previous Rottlund Company development, including perimeter trees along Elmcrest Avenue for screening, a landscape buffer along Rosemary way, a line of trees for a buffer along the north property line across from those townhomes, around the pond on the northwest corner of the property, and a "gathering" space in the open area just east of the northwest pond. Each home will have a typical foundation plan, per city requirements, as provided by Abrahamson Nurseries. In addition, there will edging and landscape rock around the perimeter of the building, and sod between each unit. There will be a homeowners association (HOA) in place for this development. It will require monthly dues to be paid by each homeowner to the management company for irrigation, lawn cutting, snow removal, weekly garbage pick-up, and a reserve fund. It will also include payment of an insurance premium for coverage of the exterior of each unit. It will be the option of each homeowner to purchase individual insurance for the interior of their home. The amount of the monthly dues will be determined after a budget is prepared by the management company. Initially, the board of directors will consist of the builder, the property manager, and the real estate agent as the president, vice president, and treasurer. When the development is 75% sold, it will be turned over to the homeowners, who can elect their own board of directors from amongst the homeowners. Initially, the builder will act as the Architectural Review Committee (ARC). The HDA bylaws will require the new ARC to abide by the same architectural standards as initiated by the developer, so as to maintain the architectural intent throughout the development. I hope you are as excited about this new development as I am, and I look forward to working with the City of Hugo. Respectfully, Richard Kettler Kettler Construction, Inc. A AL WSB Building a legacy—Your legacy. April 21, 2016 Ms. Rachel Juba City Planner City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Preliminary Plat Review Victor Gardens North Village 7th Addition WSB Project No. 3288-020 Dear Ms. Juba: 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 We have completed our review for the Victor Gardens North Village 7th Addition Site Plan and Preliminary Plat Review. The following information was received for review: ■ Preliminary Plat Review Application, dated 3/7/2016 ■ PUD Application, dated 3/7/2016 ■ Drainage Narrative, dated 3/4/2016 ■ HYDROCAD Report — 2008 Plan (Existing) & Proposed, dated 3/4/2016 ■ Drainage Area Maps — 2008 Plan (Existing) & Proposed, dated 3/4/2016 ■ Storm Sewer Sizing Worksheet, dated 3/4/2016 ■ Certificate of Survey, Preliminary Plat & Civil Plans — Full Size, dated 3/4/2016 ■ Certificate of Survey, Preliminary Plat & Civil Plans —11x17, dated 3/4/2016 Based on the review of the site plan, we offer the following comments related to the application: Plat 1. The plat includes Outlot A, which will encompass all of the common areas as well as the private roadway, wetlands, and stormwater management features. The Outlot will be owned by the Homeowner's Association and will include a drainage and utility easement over all of it. 2. The plat indicates a 10 -foot -wide trail easement along Elmcrest Avenue which will be provided via document. Roadway/Utilities 1. The roadway and storm sewer facilities that serve the development will be privately owned and maintained. The design standards for the private roadways and storm sewer will be the same as those for public facilities. 2. The sewer and water will be publicly owned and maintained. The sewer and water will be located within Outlot A and the associated drainage and utility easement. Equal Opportunity Employer wsbeng.com K:103288-0201Adminl0o ;328&02o COM[TR-rju6o-04,2116-PmiimPloiMwEngme vG7th.doar Ms. Rachel Juba April 21, 2016 Page 2 Gradin Stor_mwater Management 1. The site was graded several years ago as part of the Victor Gardens North Village Development Project. The proposed site grading is relatively minor as a result. 2. The stormwater management plan for Victor Gardens North Village Addition was designed to manage the majority of the stormwater from this site. The plans include minor modifications to the pond in the northwest corner of the property to serve the remainder of the plat. 3. The stormwater pond located south of Rosemary Way directly south of the development will serve the majority of the project area. The applicant will need to complete an as -built survey of the pond to verify that it remains consistent with the original design. Wetlands 1. The wetlands located near the west and south access roadway locations (as graded) are under review by the TEP for consideration as incidental wetlands. We expect that the wetlands will be deemed incidental; however, the formal approval is pending. Thank you for the opportunity to provide comments on this project. If you have any questions, please do not hesitate to contact me at 763-287-7192. Sincerely, WSB & Associates, Inc. nedy, PE t ngineer cc: Scott Anderson, Public Works Director Steve Duff, Senior Engineering Technician Katy Thompson, Water Resource Engineer (email only) Lydia Larson, Engineer (email only) srb X:jP3288-010Vdmin4ilorr13188-010 COM I.TR- jub"42116-PmlfmP1otW.iEnOMemoVGAh.dou Bond. lin. 111111 I POND X �� :ECF\ZLQ� YEf1.AHD Ida* L . T: -- i I J I I I I I o ND da°� Pdamlfi f� TK 9 (Coko '/ . LIM n 12,,32:.1 I�p322d I t." 31a16n J, I, /t- -VMAND ' 1 4i ` b. mes Legal Description chutbt A, WCIDR GARBENS fa if WLLACE 2ND Mp110N, apappler, 9 to the nmrded Plat threat, Waaldnglon Count% Nan—ta. Development Data P%% trams unbar avers Nares wags IM A•nllba Sit. Ar.o.: Morimum Building Height POND .}. 2.501, ac . 0.47t oc _"_____ - Baa• - Lot 9, flask 2 494± Cie Taal sit. Arm: 12.74* m - LaneWetod. 3.3at oc. - Len Pane, (H.W.L.) Beat on. Joan Net She Ana: a55t ^� Reddan9al lint.: '4 - Courtyard Toper.. 29 anile - Vantage Toenhome 3B unit. - Twin Townham.p a unit. Total To.nhmne Unite 72 unit. Arm Sea Peri (Crap) Sar* wdb/.a. JD a STREET A WAY y s � Legal Description chutbt A, WCIDR GARBENS fa if WLLACE 2ND Mp110N, apappler, 9 to the nmrded Plat threat, Waaldnglon Count% Nan—ta. Development Data P%% trams unbar avers Nares wags IM A•nllba Sit. Ar.o.: Morimum Building Height - Late 1-11, Black 1 2.501, ac - Lot 12. ®oak 1 0.47t oc - tote 1-9, Bichat 2 a93t s, - Lot 9, flask 2 494± Cie Taal sit. Arm: 12.74* m - LaneWetod. 3.3at oc. - Len Pane, (H.W.L.) Beat on. Joan Net She Ana: a55t ^� Reddan9al lint.: - Courtyard Toper.. 29 anile - Vantage Toenhome 3B unit. - Twin Townham.p a unit. Total To.nhmne Unite 72 unit. Arm Sea Peri (Crap) Sar* wdb/.a. charm sap chrWly (Nat) a,e* "nits/o, Design Standards Zaino low Morimum Building Height 3 starie, Building Sstbarc Eda or Western - Pubno Ra.W. 15 It. - Pro).at Bwndmy 30 N. 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N0; IO p"e _V = C m O OO�p E ma°i V �oO °?o va aV �v�'anli ^a tim -�L 06 J O v i o n c a¢ m m tC o o �2 V° m y 0 Y m u G o C¢ 2 n 9 Ic m0va°v �psa`Li�^' eqh •• vo°oo SOLL m� maaa�a �x cc v �('A a i7 co lA0 n00 iJg W� L � c: z c `m a rc o 0, a'=, rya z � Go E ill �o W � on e� aa•�N(y\I� al oc J Uul^ ::o�qy �Im n O w i 06 O z U VICTOR GARDENS NORTH VILLAGE ITH ADDITION TITLE SHEET, NOTES & LEGEND HUGO, MINNESOTA GENMU KITES THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE ODNTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO TWE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE UTILITIES CALL .811" FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS. THE CONTRACTOR SHALL FIELD VERIFY SINE ELEVATION. AND LOCATION OF SEi EXISTING SANITARY WER, STORM SEWER, AND WATER MAIN AND NOTIFY I ENGINEER OF ANY DISCREPANCIES PRIOR TO THE START OF INSTALLATIONS. INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD SPECIHCATIONS AND DETAIL PLATES. I w THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO THE INTERRUPTION OF ANY SEWER OR WATER 3ERVCES TO EXISTING HOMES OR BUSINESSES STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBUC RIGHT-OF-WAY. 1 NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF ,_.I.. CONSTRUCTION. ALL ELECTRIC, TELEPHONE, AND GAS EXTENSIONS INCLUDING SERYCE LINES SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED 1WTH THE APPROPRIATE UTILITY COMPANY, I I SCENE." APR 2 2 2016 I U— cvW Know what's below. Call before you dig. INTI R+�� •., ly, W' Wv LEGEND --�xN— EMS11MG OVE'31EAD ELECTRIC —�¢— EXISTING UNDERGROUND TELEPHONE f EXISTIKG UNDERGROUND CABLE i EXISTING TELEPHONE PEDESTAL m EXISTING ELECTRICAL PEDESTAL © EXISTING CABLE PEDESTAL �W EXISTING UTILITY POLE ® LEGEND --�xN— EMS11MG OVE'31EAD ELECTRIC —�¢— EXISTING UNDERGROUND TELEPHONE —I�— EXISTIKG UNDERGROUND CABLE PJ EXISTING TELEPHONE PEDESTAL m EXISTING ELECTRICAL PEDESTAL © EXISTING CABLE PEDESTAL �W EXISTING UTILITY POLE ® EXI:.TINO LIGHT POLE »— EXISTING STORM SEWER —I— EXISTING WATER MAIN >— EXISTING SANIT%RY SEWER — FN — EXI=TING FORCEMAIK V EXIST,C STORM NANH OLE EIm EXISTING CATCH BASIN 0^ —93 EXISTING FLARED -END SECTION W920.80 EXISTING GATE VALVE EXISTING HYDRANT o,:,•V EXISTING WELL �I EXISTING SANITARY SEWER MANHOLE - .............pyD.,....,.., EXISTING CONTOUR EXISTING SPOT ELEVATION X90'4 EXISTING SPOT ELEVATION (HATCH mm GEVATIXN) O EXISTING BW MINOUS ® EXISTING BIYVNINOUS (TO BE REMOVED) X PROPOSED RETAINING WALL 'k EXISTING TREES EXISTING TREES (TO BE REMOVED) —.— EXISTING FENCE EXISTING WETLJNO VICINITY MAP PROPCSED WATER PIPE PROPOSED SANITARY SANITARY SEWER PIPE �_ PROPWED STORM SEWER PIPE PROPOSED DI AND CLEAN-OUT —ELEC— PROPOSED ELECTRIC SERVICE _GAS— PROPOSED CAS SERVICE —TEL_ PROPOSED TELEPHONE SERVICE ® PROPOSED STORM MANHOLE ❑ PROPOSED CATCH BASIN PROPOSED FLARED -END SECTION S� PROPOSED GATE VALVE PROPOSED HYDRANT PROPOSED SANITARY SEWER MANHOLE —129 PROPOSED CONTOUR 0^ —93 W920.80 PROPOSED SPOT ELEVATION I'AA1I!RUNE BRtXXNIXIS 'E. , LAOLWD m FACE .I UI OT9TN•1E WDICATID) PROPOSED SILT FENCE PROFOSED OIRECTION CP DRAINAGE PROPOSED BITUMINOUS PROPOSED CONCRETE PROPOSED RIP -RAP O PROPOSED RLTRATION MEDIA ® PROPOSED INLET PROTECTION ' gb00 — PROPOSED RETAINING WALL VICINITY MAP N.T.S. SHEET INDEX C1 TITLE SHEET, NOTES & LEGEND 02.1 GRADING, DRAINAGE & EROSIONCONTROL PLAN C2.2 GRADING, DRAINAGE & EROSION CONTROL PLAN 03.1 UTILITY PLAN C3.2 UTILITY PLAN C4.1 DETAILS C4.2 DETAILS C5.1 STORMWATER POLLUTION PREVENTION PLAN 05.2 STORMWATER POLLUTION PREVENTION PLAN CR,'.VN BY: OE810A sY: C.M. C,W.P. CHCNG BY; PROD. NO. C.W.P. 15-1588 ORIGINAL LATE: Em �Effi � ffia °z s j 3�W� 7 3a�g a S �aS w baa F 3 a C O_ w e � 3 0� -W . W W I PREPARED FOR: KETTLER r`nNIQTRI IRTInAI ) Iv SITE PLANNING 6 ENGINEERING PLOWS ENGINMING, INC. 5775 LACE DME SUITE 110 LINO LAKES, MN 55014 PHONE: (051) 951$210 FA1IMI)3111-11701 IVUFITM �1 cl L +ry YIN R - • •• . .. . t:rN1T N.T.S. SHEET INDEX C1 TITLE SHEET, NOTES & LEGEND 02.1 GRADING, DRAINAGE & EROSIONCONTROL PLAN C2.2 GRADING, DRAINAGE & EROSION CONTROL PLAN 03.1 UTILITY PLAN C3.2 UTILITY PLAN C4.1 DETAILS C4.2 DETAILS C5.1 STORMWATER POLLUTION PREVENTION PLAN 05.2 STORMWATER POLLUTION PREVENTION PLAN CR,'.VN BY: OE810A sY: C.M. C,W.P. CHCNG BY; PROD. NO. C.W.P. 15-1588 ORIGINAL LATE: Em �Effi � ffia °z s j 3�W� 7 3a�g a S �aS w baa F 3 a C O_ w e � 3 0� -W . W W I PREPARED FOR: KETTLER r`nNIQTRI IRTInAI ) Iv SITE PLANNING 6 ENGINEERING PLOWS ENGINMING, INC. 5775 LACE DME SUITE 110 LINO LAKES, MN 55014 PHONE: (051) 951$210 FA1IMI)3111-11701 IVUFITM �1 cl 69 TRIPE q1 9?2 Pi 9.99 PROPOSED S' WIDE BITUMINOUS PATH MIR .......... ........... . ...... . .............. m 920,8 SEE SHEET C1 FOR GENERAL NOTES & LEGEND DRAWMR�. I C.M. . By' SEE SHEET C2.2 FOR GRADING & ESC NOTES cHCKD BY: ROCK CONSTRUCTION ENTRANCE PROJ. NO. C.VV'p157589 - o ORIGINAL DATE: DECEMBER 10:2015 E L M C Q E S':T ............... A E .21.C4N 0 k? 7 p F2' ��2c,41 20.72 'TRIPE .23 924ap 4-M4 �12-�76 "2.RA 922.57 ........................... M.m ........... . . . . ........... . .... o"N zzc -T71- . ............... .... . ......... .......... . ............ . ............... ......... ... ............ . ........ . ....... 321.02 ........... . ... .......... .............. 0 0 317 L 91&'7 918.,'2 .91H.11 WWI ...... 920.80 �77 ..............._..._.».,........-. ..... . .... —Wa ... ;0 q "0 z --------- ----------- ------ GAR= z GAR=923.9 rL 2 z . .......... W m a 921.001 21 3100 M 919.0 + .3 I II GAR -923.5 GAR=924.0 E E. YYYY921.30 J. I -OX 4— + 9 31 Ifs .3— . aj, V, P. J 86 -A- ....... _.....`'t CO., 56S 5 zi- P NV&=917.BLiz 92 > .21 3 50 q1 . 0 z 920-20t.=t 0 921.30 "N 922.00 It .9x do 6 41 I — — ' t I�+ 9 3' 4 f5 12 1 f......... ......PREPARED FOR: ..... - KETTLER -�V LT CONSTRUCTION GAR 925.0 ......... ......... . GAR -925.0 . . ... ....... ff + + s PROVIDE INLET SEDIMENT CONTROL FOR "T 0 ALL STORM SEWER INLETS WITHIN q. 6 N 2 R OF STRUCTURE INSTALLATION. PROVIDE ALSO SILT FENCE GAR=925.3 (TYP) NWL=916.2 FOR EXISTING STORM SEWER INLETS THAT N NJ SITE PLANNING WILL RECEIVE RUWOFF DURING SITE ENGINEERING 01.1 HWL=917.3 CONSTRUCTION. LEAVE IN-�j!-Af�t 1JNnt SITE HAS BEEN STABILIZED. (WP) PLOWS 4 7 ENGINEER uTIS LAKE DRIVE LLITE110 i y9 4 @ t LINO LAKES, MN 55014 m PHONE: (551)361-WlG GAR=925.1 ---v NORTH CURB 8 BITUMINOUS NOTES --k REMO 'AL AND DISPOSAL OF E)(IS7JNG STREET MATERIALS AS RE91JIREO FOR NOTE-- CONSTRUCTION IS CONSIDERED INC[CENTAL T - TOP OF WALL 9 . GROUND ELEV AT SAW -CUT E-ISTING BITUMINOUS AND CONCRETE CURB TO PROVIDE BUTT -JOINT. BOTTOM OF WALL 0 Is -0 RESTORE DISTURBED STREET TO EXISTING OR BETTER SECTION. SOIL BORING LOCATION BACKFlLUNG OF CURB 15 INCIDENTAL TO CURB INST,.LLATICN. I INCH- 30FEFT FOUR INCHES or CLASS 5 UNDER CURB IS INCIDENTAL TO CURB INSTALLATION. Know what's below. CURB ENDS SHALL TERNINATE IN A THREE-FOOT BEAVER lm- GRADING, DRAINAGE & EROSION CONTROL PLAN Call before YOU dig. VICTOR GARDENS NORTH VILLAGE 7TH ADDITION C21- CORK a BRONIINOOS NOTES REMOML AND DISPOSAL OF EXISTING STREET MATERIALS AS REQUIRED FOR CONSTRUCTION IS CONSIDERED 1NCIOENTAL SAW -CUT EXISTING BITUMINOUS AND CONCRETE CURB TD PROVIDE BUTT -JOINT. RESTORE DISTURBED STREET TO EXISTING OR BETTER SECTION. BACKPLUNG OF CURB IS INCIDENTAL TO CURC INSTALLATION. FOUR INCHES OF CLASS 5 UNDER CURB IS INCIDENTAL TO CURB INSTALLATION, CURB ENDS SHALL TERMINATE IN A THREE-FOOT BEAVER T'1L lj�#1 SOIL BORING LOCATION f Know what's below. Call before you dig, ql PROVIDE INLET SEDIMENT CONTROL FOR ALL STORM SEWER INLETS WITHIN 24 HOURS OF STRUCTURE INSTALLATION. PROVIDE ALSO FOR EXISTING STORM SEWER INLETS THAT WILL RECEIVE RUNOFF DURING SITE CONSTRUCTION. LEAVE IN-PLACE UNTIL SITE HAS BEEN STABILIZED. (TYP) r - SEE SHEET C1 FOR GENERAL NOTES & LEGEND DRAIN" 7"• CESIBN BY: 3878 C.M. C.W.P. 1 CHI BY: C.W.P. PROJ. NO, 15-i58B ORIGINAL DATE RESIDENTIAL TURF ORMINO, MRIROE al EROSION CONTROL NOTES PRIOR TO ANY GRADING OPERATIONS, THE CONTRACTOR SHALL PRO'ADE 1WMC0 INLET PROTECTION (OR OTHER APPROVED EQUAL) FOR ALL STORM SEWER INLETS THAT WILL RECEIVE RUN-OFF FP.OM CONSTRUCTION ACTIVITIES . CONTRACTOR TO PROVIDE TOPSOIL STOCI PILES AT LOCATION DESIGNATED BY OWNER, PACE STOCKPILES AS FAR FROM DRAINAGE WAYS VS POSSIBLE. PROVIDE SILT FENCE AT DOWNSTREAM SIDE OF STOCKPILE LOCATIONS. IF STOCKPILE IS To BE IN-PLACE LONGER THAN 7 DAYS, PROADE SEED AND MULCH. THE CONTRACTOR SHALL PROVIDE ALL SOD, SEED, MULCH AND FERTILIZER WHICH SHALL CONFORM WITH THE FOLLOWING MNDOT SPECIFICATION- AS MODIFIED BELOW. ITEM MNDOT SPECIFICATION/110TE5 SOD 3878 .'.FED •• 38-9 • FOR TURF ESTABLISHMENT COMMERCIAL TURF MNOOT MIX 25-131 (220 LBS/ACRE) RESIDENTIAL TURF MNDOT MIX 25-151 (120 LES/ACRE) TEMPORARY FALL COVER MNDOT MIX 21-112 (100 LBS/ACRE) SPRING/SUMMER MNDOT MIX 21-111 (100 LBS/ACRE} SOIL-Bu[LDING COVER MNDOT ME' 21-113 (110 LBS/ACRE) 1-2 YEARS COVER MNDOT ML: 22-111 (30.5 LBS/ACRE) 2-5 -Ali COVER MNDOT MIX 22-112 (40 LES/ACRE) MULCH 3R82 (TYPE 1 - DISC ANCHORED) FERTILIZER 3881 WOOD FIBER BLANKET 3805 CATEGORY • MOW A MINIMUM OF: RESIDENTIAL TURF - ONCE PER 2 WEEKS COMMERCIAL TURF - ONCE PER 4 WEEKS " SEEDED AREAS SHALL BE EITHER MULCHED OR COVERED BY FIBROUS BLANKETS TO PROTECT SEEDS AND LIMIT EROSION. ALL EROSION AND GEDIMENT CONTROL MEASURES SHOWN ON THE PLANS OR IMPLEMENTED INTHE FIELD SHALL BE IN ACCORDANCE WITH THE CITY AND NPOES PHASE 11 PERMIT REQUIREMENTS, AND THE MPC .'S 'PROTECTING WATER OUAITY N URBAN AREAS BEST MANAGEMENT PRACTICES FOR MINNESOTA.' THE CONTRACTOR :HULL PROVIDE DESIGNATED CCNCRETE TRUCK WASHOUT AREA WITH APPROPMATE SIGNAGE. WASHOUT AREA IS TO BE A MINIMUM OF 50' FROM STORM GRAINS, DITCHES, PONDS, OR OTHER STDRMWATER FEATURES. ALL UOUIO ANO SOLID WASTE GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK -PROOF CONTAINMENT FASIUTY OR IMPERMEABLE LINEA (E.G. COMPACTED CLAY LINER, IMPERMEABLE GEO-MEMBRANE). AFTER WASTE CONCRETE IS SET, BREAK-UP AND DISPOZE OF PROPERLY. THE CONTRACTOR _-HALL MAINTAIN SILT FENCE. INCLUDING THE REMOVAL OF ACCUMULATED SEDIMENT, THROUGH COMPLETION OF BUILDING CONSTRUCTION. SILT FENCE TO BE REMOVED ONLY AFTER COMPLETION OF BUILDING CONSTRUCTION AND UPON ESTABLISHMENT OF VEGETATION. THE CONTRACTOR SHALL PAY ZPECLAL ATTENTION TO ALL ADJACENT PROPERTY LINES AND MAKE SURE THE EROSION CONTROL PRACTICES IN-PLACE IN TH05E AREAS PREVENT MIGRATION OF SEDIMENT ONTO ADJACENT PROPERTIES THE CONTRACTOR SHALL PROVIDE WOOD FIBER BLANKET FOR ALL AREAS OF CONCENTRATED FLOW AND FOR ALL SLOPES 341 OR GREATER. IF ANY SLOPES APPEAR TO BE FAILING, TIKE CONTRACTOR '.SHALL PROVIDE ADDITION -L SILT FENCE, SIOROLLS AND ERICSON CONTROL BLANKET AS NEEDED. THE CONTT'ACTOR SHALL FINAL GRADE SWALE AREAS UPON CTABILIZAAON OF UPSTREAM AREAS. THE CONTRACTOR SHALL SOD ALL DISTURBED DRAINAGE AREAS, INCLUDING SWALES. OVERFLOWS, AROUND STORM SEWER FLARED -ENO SECTIONS AND OFF-STREET CATCH RASINS. UPON GRADING COMPLETION THE CONTRACTOR SHALL PROVIDE NATIVE TOPSOIL, SEED, AND MULCH ANCHORED WITH A STRAIGHT SET CISC WITHIN 48 HOURS OF FINAL GRADING. EXCESS SOIL SHOULD BE TREATED LIKE OTHER EXPOSED SCIL AND STABILIZED WTHIN 72 HOURS ANY SOIL STOCKPILES ARE TO HAVE SILT FENCE PLACED ON DOWNSTREAM 30ES i.ND SHALL NOT CE PLACED IN SURFACE WATERS, ADJACENT STREETS SHALL BE KEPT CLEAN OF CONSTRUCTION MATERIALS, DIRT, AND OTHER UNCESIR.IBLE MATERIALS. WHEN MATERIALS OR DEBRIS HAVE WASHED/FLOWED ONTO ADJACENT STREETS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO SWEEP/SCRAPE STREETS AS NECESZARY OR AS DIRECTED BY THE CITY. NOTE: T = TOP OF WALL B = GROUND ELEV AT BOTTOM OF WALL E m m § 9 W j c�c 3 C1 V2 J 5'ra w a $ ®E m� = z e b pQp LU C Q Wa m IS it Or CI =O aZroU ro PREPARED FOR: KETTLER CONSTRUCTION aFIE PLANNING 8 ENGINEERING PLOWE EENINO INC. 13778 LAKE DRIVE SUITE 110 LINO LAKES, MN 8 4 PHONE: (I!51 ) 38110 GRADING, DRAINAGE & EROSION CONTROL PLAN C221 VICTOR GARDENS NORTH VILLAGE 7TH ADDITION FES #15 IE 919.00 CBMH y�t6 SEE SHEET C1 FOR GENERAL MOTES &LEGEND SEE SHEET C3.2 FOR UTILITY NOTES CMWNCW CESIGl c.M. C.w.P. 6 C.Y. cL III RIP -RAP RE 922.23 IE 919.06 26'-t2" PIPE CHC-IIY: Fill NC. C.w.P. 1b'll W/ GEOTEXTILE FABRIC ®0.438 - � - - � � - CBMH 17 OwpHALOAIF; DECE1uIBER 10, 2015 ELMC2ES:.T. A...V.f5 UE O�2 N � 92 IE 919.17 O W I I I' I I' I, CnNNECT;TO LXISI G (FIELD VERIFY IS . ELEVATIQ I H E 9 IE 011.66 -NE (OUTS IEF1I D (FIELD VERIFY; EX. A . ELEpATIO'N & 44'-8"PWC 1? 0.40$ CBMH #2 a{ RE 917.67 Q ;IE 91.0.86 - " 28'-18"PIPE ESL 36 - COW X17 z RE 917.67 E 913.60-N IE 908-45 10.43-W IE 9 I �JN 1 1 1 �f r rf 1 All , I 1 Know whars below. Cali before you dig. _....(.. ... I FES #18 4 If 919.25 ` 16'-72" PIPE i '� �18' 12" PIPE - \ \ } 1 ------ BEEHIVE :. I - 10 /_ _ �HWL�=_919- D_ - � ------ �1 - HYDRANT 8VALVE ------- ---C,B-MH-#-3-Il ---------------------------------------- --------^----- ---- 1 IIIIII z c� --'----- ------- -----mom-- -----� BEEHIVCASTING MH #301 I j i I 1 RE 916.70 - I RE 922.60 IE 914.20 L I I I _ I I E IE 914.67-E I! I I I I FESS I I I 1, III a --/ IIE 916.00 i 1 III a '0 I 18 C.Y. CL -61 Rif - R�P lap -- --- + III I W/GEOTEXTIL'E --A PIC I Io I I m III II J!1� VA V113 4 S B 1 I I I I I I I I I`J I I 'I III j I �i i'ii'� O I- - - - T - a O_ATI N) iv I I °'9 I I I I �� I I o fly X11 i /ice A, ���a in r,y I I I I I - - - - - - - r I 47'-15" PIPE D7 < I x In A 0.43% i s 1B I I � µ a�2" PIPE HYDRANT � V LVE � N RE 919.40 2.fiB - I IJ916.40 f I REVERIFY 10 g ci EXIS'P.LY STRUCTURE 3 L i z 1 t3 ��1 �- RE 91 88 I MH #105 I & RECONSTRUCT w.m _ EX e p i 1 - 6 W'Mi f h - `�1 - ~+ _ RE 922.63 IF NECESSARY IE 91 80 HYDRANT &VALVE �' IE 914.27-E.W �. MH y _ I IE 914.17-5920.20 pNC ®0. PyrC 0.40X Sri �.r, A 1 5+00 8" W.M. 5+ ` - - - - ® IE 91fi.20 ,�f> F - 159 �8 217'- PJPE - 4 n = m 1 ® 40$ _ 193'-e" PVC ®0.40% CBMH #10` �. I I BOO"ti r # 03 28'-12' PIPE RE 922.40 V •� r8 I .18 00,71% IE 918.18 -NE s°� y1 e E W S r I p4PE 10. % RE 919.4C IE 1 fi7-N `1 IE 916.71 -NW wj •� � 1 E1 57-5 1~ A NWL=x17.8 ui 19 IE 91 .65-W I 4 - MH #104 1 '` 42'-15" PIPE d ' a 141• a k.r HWL=y18.6 IE 91 L I .65- RE 9 0.23 CBM ,^ 0 � I I I � I E 913. 9-N -� 19.88 �� - - I I 9- IE 16.60 CBMH X71 CBMH #12 RE 922.70 RE 923.00.. C F �� . x MH #102 i I I I I I 4 \ .- g�� IE 918.71 p C.. 1 RE 916.30 I I I I l IE 52918-1235 PIPE I I IE 911.93-N C 00.70% MH 0202 � d E z n 70! IE 91L83-5 I I I I I I T� z E915.329E p HYDRANT & YILVE E_915_22 -S m 78'-12" PIPE W = 0 0.50%SI 124 e L -. e- J J wf.+�i0,E MH .13 1 1 L - _ - I L - - - - FI RIFY EXIS7 STORM ° i I EE 919100 � � - - � L � anoN � ELEv � �� J�' ,4� I r � 1 - 1 _�,; ; PREPARED FOR: ! Z a Ito �r a° r cp. Q KETTLER CONSTRUCTION MH 1201 + z REPLACE EXIST. 15" PIPE W "L".e RE 922.83 / ,.r i1 / '0_ . � E 14-.6 2-N Z es ! m 26'-16" PIPE 0 1.808 � �� '"'�� � I ,,,Il"` ����'.� IE 914.82-W � L � ` •$� � � "�. ' ! CONNECT TO EXIST. CBMH W/ 18" PIPE, ®IE 9016 CJ 1 �I REPLACE CASTING WT'H NEENAH 3501 -TB ' `< (FIELD VERIFY EXIST. INVERT ELEVATION �4'► MH #203 101 ' AND NOTIFY ENGINEER OF ANY NWL=976.2 I� I I DISCREPANCIES PRIOR TO CONSTRUCTION) NWL=917.3 �! ! RE 92.70 $11E PI,ANIVING f IE 915.70-E a eNG1NeEr ING ;11 � � I � IE 915.60-W PLOWS ENGINEENINfi, INC" SUIT TE 1111 E OwvE UNOLWES, ,Nsw14 I yr s 2, =" ...,..��........__. ......... I HYDRANT & VALVE m a WONe(l FA%(OSQ301-0701 � I ' NORTH 11N111- 30 FEET UTILITY PLAN C3m1 VICTOR GARDENS NORTH VILLAGE 7TH ADDITION WATER MN Nem E)OSTING WATER MAIN LOCATION AND S17E SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS, PROVIDE PIPE INSULATION WHERE SEWER (SANITARY OR STORM) CROSSES WITHIN 18- OF WATER VAIN. PROPOSED WATER MAIN SHALL BE 6" DIP CL 52, PROPOSED WATER SERVICES SHALL BE I' COPPER TYPE K. MECHANICAL MNTS SHALL BE USED FOR WATER MAIN PIPES 4' IN DIAMETER AND LARGER. RUBBER GASKETS SHALL CONFORM TO AWWA C111 (ANSI A21.11] MAINTAIN MINIMUM 9 -FT COVER M TOP OF ALL WATER MAIN PIPE. TAPS OF LIVE WATER MAINS TO BE DONE BY CITY FORCES HOWEVER. THEY SHALL BE PAID FOR AND COORDINATED BY THE CONTRACTOR. ALL COMPONENTS OF THE WATER nYSTFM, UP TO THE WATER METER OR FIRE SERVICE EQUIPMENT. SHALL U71UZE PROTECTIVE INTERNAL COATINGS MEETING CURRENT ANSI/AWW.i STANDARDS FOR CEMENT MORTAR LINING OR SPECIAL COATINGS. COMBINATION FIRE AND DOME:.TIC SERVICES MUST TERMINATE WITH A THREAD -ON FLANGE OR AN MJ -70 -FLANGE 'DAPTER. SANITARY SEWER NOTES EXISTING SANITARY SEWER LOCATION, SIZE , AND ELEVATION SHALL BE VERIFIED IN THE FIELD PRICK TO CONSTRUCTION. NOTFY ENGINEER OF ANY DISCREPANCIES PRION TO ANY INSTALLATIONS PROPOSED SANITARY SEWER MAIN SHALL BE P,C SOI PROPOSED SANITARY SEWER SERVICES SHALL BE P'C SCHEDULE 40 STORIN SEWER NOTES FIELD ' FRIFY _IM ELEIATION, AND LOCATION OF EXISTING STORM SEWER AND NOTIFY ENGINEER OF ANY DISCREPANCIES PF.:OR TO ANY INSTALLATIONS. WHEN CALLED OUT AS PIPE, STORM SEWER SHALL BE REINFORCED CONCRETE PIPE (RCP) ANSI C78 WITH R-4 GASKETS OR, IF ALLOWED BY CITY, HOPE PIPE MAY BE USED. (SEE PIAN FOR LOCATIONS WHERE RCP IZ REQUIRED.) HOPE PIPE SH LL MEET THE REQUIREMENTS OF AASHTO M294, TWE S WITH WATERTIGHT CONNECPONS. USE SAND/GRANULAR MATERIAL FOR SACKNLLING AND COMPACTION OF HOPE/PVC PIPE IN ACCORDANCE WNTH THE REQUIREMENTS OF ASTM 2321. STORM SEWER LENCI}-S INCLUDE THE LAWNG LENGTH OF THE FL^REO-END SECTION. LAYING LENGTH OF APRON TO BE DEDUCTED FROM PAYMENT LENGTH OF PIPE. ALL PORTIONS OF THE STORM EWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING ON WATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH MINNESOTA RULES, PART 4715.2820. STORM SEXIER PIPES TO BE JOINEO TO THE CATCH BASIN MINHOLES W/ APPROVED RESILIENT RUBBER JOINTS TO MAKE THEM GASTIGHT OR WATERTIGHT. CEMENT MORTAR JOINTS ARE PERMITTED ONLY FOR REPAIRS AND CONNECTIONS OF EXISTING LINES CONSTRUCTED WITH SUCH JOINTS • Know what's below. 0111 before you dig. I ` I 4 C.: .5 HYDRANT & � ftLD VEPIffY EXIST. if I SEWER LO jT1 N do E ATIOT 1 1 II �' � A. 0116 11 L° F Z10 1I �5+ .86 RE 922.63,. IE 914.27-E"W j IE 914.17-S�� BMH 010 .rO-J NWL=917.8 W E 922.40 42'-15' PIPE (s.` HWL=918.8 �� `' •, 91&18 -NE 00.40% Q,v` 1, 916.71-Nw RECBM922 70 REM923 12 00 \ .1� IE 91&35 IE 918.71 ?' 52'-12" PIPE 00.70% MH 9 E M RE 9 E 91 LVE I 111 �5� - 4 \ ®Q I- --' ! f -I A ,�� 1jr e MH 0201 * RE 922.83 1 I IE 914.72-N 1 f IE 914.62-W 4 f3 j I �Tll f fSr; I HYDRANT & VALVE 1� 1J I r � f f f f IL._._ _- HYDRANT & VALVE 78'-12" PIPE 00.50% MH 013 ....... RE 923.00 \ IE 919.10 Im' ... _...... f _ rI F 1T MH 0203 1 RE 923.92 IE 915.70-E IE 915.80-W t t I f Iva CB 014 I RE 922.90 m Ill 1 N f N IE 919.90 I J d r C.W.P. MH 0204 CHCKO BY: C.W.P. RE 923.67 OROINALOATE DECEMBER iIE 916.60-W ..,,.. ' ...... ........ CONNECT TO EXIST. 8' W. M, AT EXIST, TEMPORARY HYDR�NT EXIST. VALVE TO REMAIN jREMOVE & SALVAGE TEMPORARY HYDRANT - -WETLAND TO BE RESTORED '70 ORIGINAL CONDITION FOLLOWING WATERMAIN INSTALLATION UTILITY PLAN VICTOR GARDENS NORTH VILLAGE 7TH ADDITION O U N 2 4 S2 rt Eat 1 G D g8i� w Z _ J ,�,•Bm3 J2 ai S m 929 4 � [D N E I n e rm0 e4. i O = a a � 7 � F � J NO PREPARED FOR: KETTLER CONSTRUCTION Ad SITE PLANNING 3 ENGINEERING PLOWEENGING, BTIE LANE DRIVE SLWTE IID LIND LAKES, MN SM14 PHONE: (E51311 110 Fm"11061-0701 C3.2 SEE SHEET C1 FOR GENERAL NOTES & LEGEND DRAWN BY: DESIGN IFl; C.M. C.W.P. CHCKO BY: C.W.P. PROD. NO. 15.1586 10, 2815 OROINALOATE DECEMBER CONNECT TO EXIST. 8' W. M, AT EXIST, TEMPORARY HYDR�NT EXIST. VALVE TO REMAIN jREMOVE & SALVAGE TEMPORARY HYDRANT - -WETLAND TO BE RESTORED '70 ORIGINAL CONDITION FOLLOWING WATERMAIN INSTALLATION UTILITY PLAN VICTOR GARDENS NORTH VILLAGE 7TH ADDITION O U N 2 4 S2 rt Eat 1 G D g8i� w Z _ J ,�,•Bm3 J2 ai S m 929 4 � [D N E I n e rm0 e4. i O = a a � 7 � F � J NO PREPARED FOR: KETTLER CONSTRUCTION Ad SITE PLANNING 3 ENGINEERING PLOWEENGING, BTIE LANE DRIVE SLWTE IID LIND LAKES, MN SM14 PHONE: (E51311 110 Fm"11061-0701 C3.2 i HUGOROCK CQN E -- lwP..��re4�4 ..mieraw. a. 1 .j ILLrla46a11p -Jppnml".aoul Y rKm.Y�pE n6 + STANDARD MANHOLE o� HUGO ( SANITARY SEWER DIAMETER) o 1. j 9ecnduAA p..s.,r ryaq xo._ AS STANDARD cwscx T��a CATCH BASIN „An. ApIYl101L HUGO WITHOUTSUMP NhiYala7u^ � ERE= ativr Tr x,e�rrus spp:apmri'� 4 Aow,rt,'�m,ri xrA� no acaxr7Papx aar+aL a�..f w«ra+vanLax. �rari„n.raxrw W L,aiEanMMa �ewrtn�cma10�0�m�msru ��mYatwcla rtra4rpwrmatirKrtrw.wp ie.mMaA�r� A.M�� �MlfaawfAl, a.plaw e�i�ir•gaw rE �Mrsr.a ast.s �ermxo�a� rt M.brs �.�.rAa�Rr urne� HUGO PLACEMENT AND ! CONSTRUCTION OFA SILT FENCE 1n' STANDARD OUTSIDE DROP Mh 11 HUGO SECT[ON FOR °' ""ter'• SANITARY SEWER ok a cx �a 1 s=w P cu1r No.� STANDARDCATCH !td IN Wit; HUGO WITHOUTBSUMP- ,spa tiR ,. n. nope w,rcxn aafrt..r ra.a,a a • art � a r+dp,d. w .aEarr..mp•n...r,.,.w..pa,7rpnra,raedrx-----_. b Hw)i Yd tFriq 4 pro LAI+IM 4 ■.d. iTi IYMOMrOah aAIDMm/Rh.a1MMM.�Irr.W,. a lda'H- n.�ra/rtlyLp,l. WNr,pOpl1. r. W�Hrf wwrrrmMwaPYnrrpula.MdaM yma....an.rwrrnb..p.rroa mewva E r�yTnn WIiL9C0 Curti& GuBer oAi°N wwP Inlet PralectloD iFIl1UI1LIJV1 (Model CM) LN�r KIsl�.uo4P97PaaYL IOaW CMlWI{NIIAXR►EIA@CM'4 ova ' +� MSE N0.JMl9_ SANITARYSEWER"R IlflHUGO SERVICE CLEANOUT 9 f wapw.. BECT]ONAA .•erw i4 FLAK MAS I" CATCH BASIN �} L1TTiTIi MANHOLE HUGO II WITH I HUGO WETIAIND BUFFER MARKER YalflW�ai3O NLMEdNE10.Y �� TrPI[x96Rv1cEVREAEDw�ERovER lOP OF 99YYHi 1514' ORLE93 u Irpn pVd .�xP Y a01N[r6Ya MIIdWro pl�aalrB„6 dmee�, AGNT DETNL TTPN)AL SEA,IN.� vrn eNe ,xrnrx,nxn �wMxollPeMirmKAPW wr+�w..��irt 70P CF9l�RI97P ON MOfiL� �pertar.Tmwe��uwrao+df - r..ewnnYLcaroanoxsxxLec ro.cn +eArcn...rr�wadaa ,rtxrnx aiAvi.aorLxn Rm� oe� HUGOSANITARY SEWER oAL '[YPICAL SERVICE {4" OR B'} 3 1 �a eEClxINAA S,:�r .LAn r,a rt,eer.A -� CATCHBASIN MANHOLE � off `�"rt• WITHOUT SUMP -gz N Mpr:f 9rUR7r4{rP r ��rBTP.EkT NMS _ rartax rxtr 01.0m," d,rp�{e0.T ® '� lilW'Na9 ..LIM1 .pvYlaflt p uaq�rtulYrw Nra�.O �� iY..glrR m y / 11 aPECF7cAms ��iuT�aMa'"onNx.uro,M,ex,A„ wa�,dw �-g,r xnaNaLxxuT 6UFFti I I MDNIBtar wxaaraaPxnasr woa wnunoeusE R� *EI1..aNO BCi6 ,tllMmR1f11t YNIHTIET0Pl1P T,�POBf AU -I PAaTe®,aR, aa' mirx wire wn r,tax uwarrAe I soe,rn.rw,Lwwr-xwLweraxx, I I oawwnuuy.ownearLaEamo I'm W1TIEWL9 rxrxraoST rcgr rWNJ; ATION M�UIrEO roa �x,r � row R9:rlAo,E 0004 �rrLaaeTewnr SRauro W B1'Llm P911Pp91Y�R+VL I HUGO WETIAIND BUFFER MARKER YalflW�ai3O NLMEdNE10.Y �� TrPI[x96Rv1cEVREAEDw�ERovER lOP OF 99YYHi 1514' ORLE93 u Irpn pVd .�xP Y a01N[r6Ya MIIdWro pl�aalrB„6 dmee�, AGNT DETNL TTPN)AL SEA,IN.� vrn eNe ,xrnrx,nxn �wMxollPeMirmKAPW wr+�w..��irt 70P CF9l�RI97P ON MOfiL� �pertar.Tmwe��uwrao+df - r..ewnnYLcaroanoxsxxLec ro.cn +eArcn...rr�wadaa ,rtxrnx aiAvi.aorLxn Rm� oe� HUGOSANITARY SEWER oAL '[YPICAL SERVICE {4" OR B'} 3 1 �a eEClxINAA S,:�r .LAn r,a rt,eer.A -� CATCHBASIN MANHOLE � off `�"rt• WITHOUT SUMP -gz N Mpr:f 9rUR7r4{rP r ��rBTP.EkT NMS _ rartax rxtr 01.0m," d,rp�{e0.T ® '� lilW'Na9 ..LIM1 .pvYlaflt p uaq�rtulYrw Nra�.O �� iY..glrR m y / 11 �-g,r xnaNaLxxuT STREET A TOP ne,E re. xunoac o w uraana .. HUGO DETAIL E IL 816N DETAIL HUGO INSULATION DETAIL +� CATCH W94 Apr HVGaWIMANHOLE THOUT SUMP DETAILS VICTOR GARDENS NORTH VILLAGE 7TH ADDITION PRAE1x sY: DE910N SY: C.M. C.W.P. CHC1m Or I PROJ.M. C.W.P. tr 1m ORIDINALDATE FEBRUARY 10, 4010 sm D D PREPARED FOR.' KETTLER CONSTRUCTION WE PIANNMG PLOWE mo,m 9M LAKE DRNE SUITE 770 UNO LAKES, MN SM14 pHONBIS571m.-U10 FM 11157) 301-M7 C4.1 o rcrnainme I?� - rw sreeuO:r v" A -r. 'F HAND PLACED RIP RAP GO STORM SEWER a IPICAL. TRAIL. MGO TYSECTION sorav,Atzm � l�isliov �� p `r-- �' �-� M,��igNes• garrLl�iP�iMMD'pr>M {�Ir„D,ri40!lrn, nM ra l.ata.,wnsuYe i} x�n�rNarr� � I I A-.HUGO TRASH GUARD r' EGO FOR STORM SEWER APRONS - �n�u'.�...:rt�a"'.�r',....mmar r.oumerF, ra ✓{ wr�w:.'an° Ar r TYPICAL x';r HUGOI HYDRANT INSTALLATION nNAKROR . ,. r_ P]IOOVOEIflfl4 - , _ < Igi4fabliwl TYRCN. BercN MIAL 1 I f POND HUGO TYPICAL IPF„ BENCH DETAIL OND DATE 1MpL016 w&m - roe MA,:"r ,wen prvrnay�',.%iiq,pC � . •CCM�•,r I �anR�l��gM valwrR�ioVrMP� 4„4Y C.peYy! WarlY� ��riorivxe,n. we M :.'fGtlltlENrMr K,YN'. TYPICAL AN I�'HUGOWATER SERVICES FOR WATERMAIN = 30' BACK OF CURB TO BACK OF CURB (28' BACK OF CURB TO B',CK OF CURB) 15 TO BACK OF CURB 15' TO BACK OF CURB (14' TO BACK CF CURS) (14' TO EAC% OF CURB) 2R MAN2% MAX 2.0x 2G.< �f ` 1 MIN. TDPSOIL - SURMOUNTABLE CONCRETE SEED AND MULCH CURB AND GUTTER V BITUMINOUS WEAR, LVWE450359 TACK COAT BITUMINOUS BASE, LVHW3503W WST.LLATION �F MIN. 4" CLASS 5 CLASS 5 GRAVEL (1DOR CRUSHED) CONTRACTOR TO PROMDE GRAVEL (1OD7i CRUSHED) UNDER APPROAD GRANULAR SUBBASE UYluri CONDUITS AT LOCATIONS CURB INCIDENTAL TO CURB (TO ti DETERMINED BY GEOTE6INICAL DJ[aITEER) TO BE DETERMINED BY SMALL INSTALLATION (TYP) UTILITIES (INCIDENTAL) TYPICAL STNEFF SECTION NOT TO SCALE r� ,aa wurra.er., MODIFIED W DESIGN !e✓�.NA69R,M F— n. - Lc"naYW •— vT,r iiYeL�rMa a If MOUNTABLE HUGOCURB & GUTTER U CONSTRUCTION AT CATCH BASIN - w,o-rawwan�iµudo:r I�, .yPAraVPemrw4irr J \\\ I J�inew CY.r,BI � ert IIGM urru,eewrum I . imrmu,aneno �� �� ,�arrre."roY iui�",i'r�: m �ir��2� R v: �• .b ��i .w-..KLuu1 m1 A •n=5;�'r."""M>.:�t<ra4+w:r_,rmm�cm,'. NO .C,'.L� rLArc xo �"`r VALVE BOX HUGOf INSTALLATION — — � m�.,w�.�u:.�w�••�•aa��•rW+.rYwrerwnrr...s.ma..W�.. miw R p�M��.en �.w,wnrloerae�'M.. uu..uramrlCYrilr'uuerrrri iwl.r w y�.��YSFwrrctl.M.lMs�.,Wrr,u+r.i�re�4.�aYs+a R KOY'rM.nwrsUMKM..Y,OJ.rw.YMr.rM,WwMNs.IrnwpatlYq �45.n,..-.s y PLAM NU—1 '' l HUGO RESIDENTAL DRIVEWAY RE mw DETAIL BITUMINOUS DR1WN BY: DESIGN 6Y: C.M. G.W.P. CHI BY: PRDA.NC. C.W.P. 15.1588 ORIGINALDATE: FFRRI IAFN 10 7nHA M 0 O E2 l :- PN:CPAKt:u I -UK: KETTLER CONSTRUCTION V SITE PL. ..B ENGINEERING PLOWS ENGINEENINGI NIC 8778 LAKE DRIVE SUITE 118 LINO LAKES, MN 58014 PHONE: (P&) 2814210 FAX: (851) 781-0701 DETAILS C4m2 VICTOR GARDENS NORTH VILLAGE 7TH ADDITION PART II.C. - TERMINATION OF COVERAGE 1. TERMINATION OF COVERAGE WHEN CONSTRUCTION IS COMPLETE ALL PERMITTEE(S) MUST SUBMIT A NOTICE OF TERMINATION (NOT) TO THE MPCA ON A FORM PROVIDED BY THE COMMISSIONER WITHIN 30 DAYS AFTER ALL ACTI:HTIES REWIRED FOR FINAL STABILIZATION (SEE PART IV.0) ARE COMPLETE. THE PERIAHTTEE(S)' COVERAGE UNDER THIS PERMIT TERMINATES AT MIDNIGHT ON THE SUBMISSION DATE OF THE NOT. 2. TERMINATION OF CO'JERAGE WHEN TRANSFER OF OWNERSHIP OCCURS ALL PERMITTEES) MUST DUSMIT A NOT ON A FORM PROVIDED BY THE COMMISSIONER WITHIN 30 DAYS AFTER SELLING OR OTHER SE LEGALLY TRANSFERRING THE ENTIRE SITE, INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G. STREET SWEEPING) AND STORMWATER INFR..STRUCTURE FINAL CLEAN OUT, ON TRANSFERRING PORTIONS OF A SITE TO ANOTHER PARTY. THE PERMITTEE(S)' COVERAGE UNDER THIS PERMIT TERMINATES AT MIDNIGHT ON THE SUBMISSION DATE OF THE NOT. 3. PERMITTEE(S) MAY TERMINATE PERMIT COVERAGE PRIOR TO COMPLETION OF ALL CONSTRUCTION ACTIVITY IF ALL OF THE FOLLOWING CONDITIONS ARE MET. AFTER THE PERMIT IS TERMINATED UNDER THIS PART, IF THERE IS ANY SUB,7EWEN7 DE ELOPMENT ON THE REMAINING PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY WAS NOT COMPLETE, NEW PERMIT COVERAGE MUST BE OBTAINED IF THE SUBSEQUENT nr"ELOPMENT ITSELF OR AS PART OF THE REMAINING COMMON PLAN OF DEVELOPMENT OR SALE WILL RESULT IN LAND DISTURBING ACTIMTES OF ONE (1) OR MORE ACRES IN SIZE. A. CONSTRUCTION ACTIVITY HAS CEASED FOR AT LEAST LJ DAYS B. AT LEAST 90 PERCENT (BY AREA) OF ALL ORIGINALLY PROPOSED CONSTRUCTION tOMIATY HAS BEEN CWPLE7E0 AND PERMANENT COVER ESTABL%HEG ON THOSE AREAS. C CN AREAS WHERE CONSTRUCTION ACTIVITY IS NOT COMPLETE, PERMANENT COVER HAS ORDER ESTABU'`HED. D. THE SITE IS IN COMPUAR^,E WITH PART V.G12. AND PART IV.G.3. AND WHERE APPUCABLE, PART IV.0.4. OR PART M&5. 4. PERMITTEE(S) MAY TERMINATE COVERAGE UPON APPROVAL BY THE MPCA IF INFORMATION IS SUBMITTED TO THE MPCA DCCUUENTING THAT TERMINATION IS APPROPRIATE BECAUSE THE PROJECT i' CANCELED. PART III.A.3 - TRAINING DOCUMENTATION TRAINING DOCIAMENTATI'M THE PERMITIEE(5) SHALL ENSURE THE INDIVIDUALS IDENTIFIED IN PART IW.F. HAVE BEEN TRAINED IN ACCORDANCE WITH THIS PERMIT'S TRAINING REQUIREMENTS. THE PERMITIEE(S) SHALL ENSURE THE TRAINING IS RECOCDED IN OR WITH THE SWPPP BEFORE THE START OF CONSTRUCTION OR AS SOON AS THE PER':ONNEL FOR THE PROJECT HAVE BEEN DETERMINED. DOCUMENTATION SHALL INCLUDE, A. NAMES OF THE PERSONNEL ASSOCIATED W7H THIS PROJECT THAT ARE REWIRED TO BE TRAINED PER PART IILF.1. OF THIS PERMIT. B. DATES OF TRAINING AND NAME OF INSTRUCTCR(S) AND ENTITY PROVIDING TRAINING. C CONTENT OF TRAINING COURSE PR WORKSHOP INCLUDING THE NUMBER OF HOURS OF TRAINING. PART 111.8 - SIMPPP AMENDMENTS THE PERMITTEE(S) MUST AMEND THE SWPPP AS NE'2SSARY TO INCLUDE ADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED RUPS THAT ARE DESIGNED TO CORRECT PROBLEMS IDENTIFIED 0R ADDRESS SITUATIONS WHENEVEF.. 1, THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITION- THAT HAS A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE '.RATERS OR UNDERGROUND WATERS. 2, INSPECi1ONS OR INVESTIGATIONS BY STE OWNER OR OPERATORS, USEPA OR MPGA OFFICIALS INDICATE THE SWPPP IS NOT EFFECT. IN ELIMINATING OR SIGNIFIC,WN LY MINIMIZING THE DISCHARGE CF POLLUTANTS TO _URFACE WATERS OR UNDERGROUND WATERS OR THAT THE DISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEMANCES (EG, NUIS: NCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210 UP. 2). 3. THE SWPPP IS NOT ACHIEVING THE GENERAL OBJECTIVES OF MINIMIZING POLLUTANTS IN STCRIMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY, OR THE SWPPP IS NOT CONSISTENT WITH THE TERMS AND CONDITIONS OF THIS PERMIT. 4. i T ANY TIME AFTER PERMIT COVERAGE IS EFFECTIVE, THE MPCA MAY DETERMINE THAT THE PROJECT'S STORMWATER DISCHARGES MAY CAUSE, HAVE REASONABLE POTENTIAL TO CAUSE, OR CONTRIBUTE TO NON -ATTAINMENT OF ANY APPLICABLE WATER OUALITY STANDARD, OR THAT THE SWPPP DOES NOT INCORPORATE THE APPLICABLE REQUIREMENTS IN PART IW,A L. (IMPAIRED WATERC AND TMDLS). IF A WATER QUALITY STANDARD CHANGES DURING THE TERM OF THIS PERMIT. THE MPCA WILL MAKE :_ DETERMINATION AS TO WHETHER A MODIFICATION OF THE SWPPP IS NECESSARY TO ADDRESS THE NEW STANDARD. IF THE MPCA MAKES SUCH DETERMNATON(S) OR ANY OF THE DETERMINATIONS IN PARTS fIIALL-3., THE MPCA WILL NOTIFY THE PERMITTEE(::) IN WRITING. IN RESPONSE, THE PERMITTEE(S MUST AMEND THE SWPPP TO ADDRESS THE IDENTIFIED CONCERNS AND SUBMIT INFCRMATION REQUE TED BY THE MPCA, WHICH MAY INCLUDE AN INDIVIDUAL PERMIT APPLICATION. IF THE MPCA'S WRITTEN NOTIFICATION REQUIRES A RESPONSE, FAILURE TO RESPOND WITHIN THE SPECIFIED TIMEFRAME CONSTITUTES A PERMIT VIOLATION. P'.RT III.C. - TEMPORARY SEDIMENT BASINS INHERE FIVE (5) OR MORE ACRES OF DISTURBED 501L DRAIN TO A COMMON LOCATON, THE PERMITIEE5) MUST PROVIDE A 1EMPORARY SEDIMENT BASIN TO PROVIDE TREATMENT TO THE RUNOFF BEFORE 17 LEAVES THE CONSTRUCTION SITE DR SHIERS SURFACE WAIERS A TEMPORARY SEDIMENT BASIN MAY BE ODNVMTEO TO A PERMANENTBASIN AFTER CONSTRUCTION IS COMPLETE THE TEMPORARY BASIN IS NO LONGER REWIRED WHEN PERMANENT MEN HAS REDUCED THE ACREAGE OF DISTURBED SOL TO LESS THAN FIVE (5) ACRES DRINKING TO A CONNDIN LOCATOJ. THE PERMITIEE(y IE BARE ENCOURAGED. BUT NCT RECOPIED. 70 INSTALL TEMPORARY SEDIMENT BASINS WHERE APPROPRIATE IN AREAS WITH STEP SLOPES OR HaLY ERODBLE SOLS EVEN IF LESS THAN FIVE (5) ACRES DRAINS TO ONE AREA THE B'9NS MUST SE GEMMED AND GCNSIRUCTED ACCORDING TO THE FDUU7AING REWIREAENI:- I. THE BASINS MUST PROVIDE LIVE STORAGE FOR A CALCULATED VOLUME CF RUNOFF FROM A TWD -YEAR, 241 OUR STORM FROM EACH ACRE GRAMM TO THE BASH, EXCEPT MAT N NO CASE SMALL THE BASIN PROVIDE LESS THAN 1,800 CUBIC FEE OF UW STORAGE FROM EACH ACRE DRAINED TO THE BASN. 2 WHERE THE CALCULATION IN PART ALC1. HA' NOT BEEN PERFORMED. A TEMPORARY SEDIMENT BASIN PROVIDING 3.W0 CUBIC FEE OF LIVE STORAGE PER ACRE DRAINED TO THE BASIN _HALL BE PROIDED FOR THE ENTIRE DRAINAGE AREA OF THE TEMPORARY BASIN. LL TEMPORARY BASIN OUTLETS MUST BE DESCNED TO PREVENT SHORT-CRCUITNC AND THE DISCHARGE O FLOATING OEBRM THE BASIN MUST BE DESIGNED WITH THE ABILITY TO ALLOW COMPLETE BASIN ORAWCOWN FOR MAINTENANCE ACTIVATES. AND MUET INCLUDE A STABILIZED EMERGENCY OVERFLOW TO PREVENT FAILURE OF POND INTEGRITY. THE CURET STRUCTURE MUST GE DEEMED TO WIIHWRAW WATER FROM THE SURFACE IN ODER TO MINIMI$ THE DISCHARGE OF PDLUU I$ EXCEPT THAT THE USE OF A SURFACE MTHDRAWAL MECHANISM FOR 019MARCE O THE BASIN MAY BE TEMPORARILY SUIDURING FROZEN CONDITIONS. ENERGY OW,51N.TION MUST BE PRD IDED FOR THE BASIN OUTLET (SEE PART IV.BS). 4 SEGMENT BASKS MUST BE SITUATED OUTSIDE OF "URFACE WATERS AND ANY BUFFER ZONE REWIRED UNDER APPENDX AC3. AND MUST BE DESIGNED TO KING DRAINING WATER FROM WETLANDS UNLESS TE IMPACT TO THE WETLAND IS IN COMPUANCE MATH THE REOUIREAENIS O APPENDIX A, PART 0. 5. THE TEMPORARY BASINS MUST BE CONSTRUCTED AND MADE OPERATIONAL PRIOR TO 10 OR MORE ACRES OF "STARRED SOIL DRAINING TO A COMMON LOCATION. B. WHERE A TEMPORARY SEDIMENT BASIN MI THE REQUIREMENTS OF THIS PART IS INFEASIBLE, EQUI'ALENT SEDIMENT CONTROLS SUCH AS SMALLER SEGMENT BASINS. ANDI SEDIMENT TRAPS, SILT FENCES. VEGETATIVE BUFFER STRIPS, OR ANY APPROPRIATE COMBINATION OF MEASURES ARE REQUIRED FOR ALL ODM T -SLOPE BOUNDARIES OF TIE CONSTRUCTION AREA AND FOR SAE -SLOPE BOUNDARIES AS DICTATED BY INDIVIDUAL 97E CONDITIONS, IN DETERMINING WHETHER INSTALLING A SEDIMENT BASIN IS INFEASIBLE, THE PERMIITIEES) MUST CONSIDER PUBLIC SAFETY AND MAY CON30ER FACTORS SUCH AS SITE SOLS, SLOPE, AND AVAILABLE AREA ON _I7E. THE^ DETERMINATION OF INFEASIBIUIY MUST BE DOCUMENTED IN THE SI PPP PRE PART III.A5. PART IILE - RECORD RETENTION THE SWPPP (ORIGINAL OR COPIES) INCLUDING, ALL CHANGES 70 IT, AND INSPECTIONS TND MANTENANCE RECORDS MUST BE KEPT AT THE STE DURING CONSTRUCTION BY THE PERMITTEE(S) WHO HAS/HAVE OPERATIONAL CONTROL OF TH.:T PCRTICN OF THE SITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON-SITE VEHICLE DURING NORMAL WORKING HOURS ALL OWNER(J) MUST KEEP THE FOLLOWING RECORDS ON FILE FOR THREE (3) YEARS AFTER SUBMITTAL OF THE NOT AS WTUNEO IN PART U.C. THIS DOES NOT INCLUDE ANY RECORDS AFTER _Utiiwr . OF 1. THE FINAL SWPPP �. ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PRJJECT 3. RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION (PART IV.E. INSPECTIONS AND MAINTENANCE) PART IILE - RECORD RETENTION (CONT) 4. ALL PERMANENT OPERATION AND MAINTENANCE AGFEEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT-OF-WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE AND 5. ALL REWIRED C'LCULATONS FOR DESIGN OF THE TEMPDRAF,Y AND PERMANENT STORMINI MANAGEMENT SYSTEMS. PART III.F. - TRAINING REQUIREMENTS THE PERMITME(S) SHALL ENSURE THE FOLLOWING INOMDUALS IDENTIFIED IN THIS PART HAVE BEEN TRAINED IN ACCORDANCE WITH THIS PERMIT'S TRAINING REQUIREMENTS. I. WHO MUST BE TRAINED: A. INDIMOUAL(S) PREPARING THE SWPPP FOR THE PROJECT B. INDMDUAL(S) OVERSEEING IMPLEMENTATION OF, REVISING. AND AMENDING THE SWPPP AND INOIVIOUAL(5) PERFORMING INSPECTIONS AS REWIRED IN PART IV.E. ONE OF THESE INDI-HDUAL(S) MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY THE MPCA C INDIVIDUAL(S) PERFORMING OR SUPERMS04G THE INSTALLATION, MAINTENANCE AND REPAIR OF BMPS. AT LEAST ONE INDIVIDUAL ON A PROJECT MUST BE TRAINED IN THESE JOB DUTIES, 2. TRAINING CONTENT: THE CONTENT AND EXTENT OF TRAINING MUST BE COMMENSURATE WITH THE INDIVIDUAL'S JOB DUTIES AND RESPONSIBILITIES WITH REG.'AD TO ACTIVITIES COVERED UNDER THIS PERMIT FOR THE PROJECT. AT LEAST ONE INDMOUAL PRESENT ON THE PERMITTED PROJECT --ITE (OR A;ALABLE TO THE PROJECT SITE IN 72 HOURS) MUST BE TRAINED IN THE JOB DUTIES DESCRIBED IN PART IILF.I.0. AND PART IILF.I.0 1 THE PERMITTEE(S) SHALL ENSURE THAT THE INDIVIDUALS ARE TRAINED BY LOCAL. STATE FEDERAL AGENCIES, PROFESSIONAL ORGANIZATONS, OR OTHER ENTITIES WITH EXPERTISE IN EROSION PREVENTION, SEDIMENT CONTROL PERMANENT STORMWATER MANAGEMENT AND THE MINNESOTA NPOES/SOS CONSTRUCTION STORMWATER PERMIT. AN UPDATE REFRESHER -TRAINING MUST BE ATTENDED EL'ERY THREE (3) YEARS STARTING THREE (3) YEARS FROM THE ISSUANCE DATE OF THIS PERMIT. IV.S. EROSION PREVENTION PRACTICES L THE PERMITTEE(S) MUST PLAN FOR AND IMPLEMENT APPROPRIATE BAPS SUCH AS CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING iNSPECTION AND MAINTENANCE OF PART IVE. AND OTHER CONSTRUCTION PRACTICES THAT MINIMIZE EROSION ASI NECESSARY TO COMPLY WITH THIS PERMIT AND PROTECT WATERS OF THE STATE, THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE DELINEATED (E.G.. WITH FLAGS. ^.TAKES, .'.TONS, SILT FENCE ETC) ON THE PROJECT SITE BEFORE WORK BEGINS. THE PERMITTEE(S) MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT THAT HANE STEEP SLOPES FOR THOSE SLOPED AREAE WHICH MUST BE DISTURBED. THE PERNITTEE(5) MUST USE TECHNIQUES SUCH AS PHASING AND STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE CRAMMING AND TERACNNG). 2. THE PERNITTEE(S) MUST STABILIZE ALL EXPOSED SOL AREAS (INCLUDING STCCKPILES). STIBUZATDN MUST BE INITIATED IMMEDIATELY TO LIMIT SOL EROSION WHENEVER ANY CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 7 CALENDAR DAYS STABIUZA7ION MUST BE COMPLETED NO LATER THAN 74 CALENDAR DAYS AFTER THE CONSTRUCTOR ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. J. IF USING STORMWATER CONVEYANDE CHANNELS, THE PERMIITEE(S) MUST DESIGN THE CHANNELS TO ROUTE WATER AROUND UNSTABILIZFD AREAS ON THE SITE AND TO REDUCE ERCSCN, UNLESS INFEASIBLE THE PERMITTEES) MUST USE EROSION CONTROLS AND VELOCITY DISSIPATION DEVICES SUCH AS CHECK DAMS, SEDIMENT TRAPS, RPRAP, OR GROUTED RPRAP AT OUTLETS WITHIN AND ALONG THE LENGTH OF ANY CONSTRUCTED STORMWATER CONVEYANCE CHANNEL, AND AT ANY OUTLET, TO PROVIDE A MCN -EROSIVE FLOW VELOCITY, TO MINIMIZE EROSION OF CHANNELS AND THEIR EMBANKMENTS, OUTLETS. ADJACENT STREAM BANKS, SLOPES, AND DOWNSTREAM WATERS DURING DISCHARGE CONDITIONS 4. THE PERMITTEE(S) MUST STARIUZE THE NORMAL NETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWILE THAT DRAINS WATER FROM ANY PORTON OF THE CONSTRUCTION SITE, OR DIVERTS WATER AROUND THE SITE, 'WITHIN 200 LINEAL FEET FROM THE PROPERTY FDGE, OR FROM THE PONT OF DISCHARGE INTO ANY SURFACE WATER. STABILIZATION OF THE LAST 200 LINEAL FEET MUST BE COMPLETED WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE. THE PERMITTEE(S) SHALL COMPLETE STABILIZATION OF THE REM'INING PORTIONS OF ANY TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 7 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILY OR PERMANENTLY CEASED. TEMPORARY OR PERMANENT DITCHES ON SWALES THAT ARE BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURING CONSTRUCTION (WITH PROPERLY DESIGNED ROCK -DITCH CHECKS, BIO ROLLS. SILT DIKES, ETC) DO NOT NEED TO BE STABILIZED DURING THE TEMPORARY PERIOD OF I7S USE AS A SEDIMENT CONTAINMENT SYSTEM, THESE AREAS MUST BE STABLIZED WITHIN 24 HOURS AFTER NO LONGER BEING USED AS A SEDIMENT CONTAINMENT SYSTEM. APPLYING MULCH, HYDROMULCH, TACBFIER, POLYACRYLAMIDE OR SIMILAR ERSON OPRE%ZN71ON PRACTICES IS NOT ACCEPTABLE STABILIZA71M IN ANY PART OF A TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE, 5, PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION HITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. S. UNLESS INFEASIBLE DUE 70 LACK OF PENMWS OR VEGETATED AREAS, THE PERMITTEE(S) MUST DIRECT IIISCHARGES FROM BMPS TO VEGETATED AREAS OF THE SITE (INCLUDING ANY NATURAL BUFFERS) IN ORDER TO INCREASE SEDIMENT REMOVAL AND MAXIMIZE STORMWATER INFILTRATION. THE PERMITTEE(5) MUST USE VELOCITY DISSIPATION DE ICES IF NECESSARY TO PREVENT EROSION WHEN DIRECTING STCRMwATER TO VEGETATED AREA.. PART IV.C. - SEDIMENT CONTROL PRACTICES 1. THE PERMITTEE(S) MUST EMPLOY SEGMENT CONTROL PRACTICES AS NECESSARY TO MINIMIZE SEDIMENT FROM ENTERING SURFACE WATER]. INCLUDING CURB AND GUTTER SYSTEMS AND STORM SEWER INLETS A. TEMPCRARY 07 PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS M..T ARE OESICNED AS PART OF A SEDIMENT CONTAINMENT SYSTEM (E.G.. DITCHES WITH ROCK -CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS. T R B. IF THE DOWN GRADIENT SEDIMENT CONTROLS ARE O.ORLOADED RAISED ON FREQUENT FAILURE SEDIMENT CONTROL TINGE ICES O HENT), THE PERMITTEE(S) MUST INSTALL AADRONNG U AND T E S SEDIMENT CONTROL TO IDENTIFY OR ESEREDUNDANT BLIPS A EKES AIR THE OVERLOADING, ANO THE SWPPP MUST BE AMENDED TO IDENTIFY THESE ADDITIONAL PRACTICES Al REQUIRED IN PART IILE 1.-1 2. SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON ALL DOWN GRADIENT PERIMETERS AND BE LOCATED UPGF'.'JIIENT OF ANY BUFFER ZONES. THE PERIMETER SEDIMENT CONTROL PPACTICE MUST BE IN PLACE BEFORE ANY UPGRADIENT LINO -DISTURBING ACTIVITIES BEGIN. THESE PRACTICES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED IN ACCORDANCE WITH PMT IV. 6. 1 THE PERMITTEES) SHALL RE -INSTALL ALL OEDMENT CONTROL PRACTICES THAT HI BEEN ADJUSTED OR REMOVED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES, IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY HAS BEEN COMPLETED. THE PERMITTEE(S) SHALL COMPLETE ANY SH0R7-TENM ACT-ITY THAT REQUIRES REMOVAL OF SEDIMENT CONTROL PRACTICES AS QUICKLY AS POSSIBLE. THE PERUITTE(S) MUST RE -INSTALL SEDIMENT CONTROL PRACTICES BEFORE THE NEXT PRECIRTATION EVENT EVEN IF THE SHORT-TERM ACTMTY IS NOT COMPLETE. 4. ALL .'TORN DRAIN INLETS MUST BE PR07ECTED BY APPROPRIATE BMPS DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. INLET PROTECTION MAY BE REMOVED FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (STREET FLOCDING/FREEZING) HAS EEEN IDENTIFIED BY THE PERMITTEE(S) OR THE JAURHSDICTIONAL WTHORITY (E.G..CITY/COUNTY/TOWN'HIP/MHNDOT ENGINEER).THE PERMITTEE(S) MUST DOCUMENT THE NEED FOR REMO'AL IN THE SWPPP. 5. TEMPORARY SOL STOCKPILES MUST HAVE SILT FENCE ON OTHER EFFECTIVE SEDIMENT CONTROLS. AND CANNOT BE PL CED IN ANY NATURAL BUFFERS OR SURFACE WATERS, INCLUDING STORMWATER CON.EYANCES SUCH AS CURB FAD GUTTER=YSTEMS, OR CONDUITS AND DITCHES UNLESS THERE 15 A BYPASS IN PLACE FOR THE STDRUW'TER. 6. WHERE VEHICLE TRAFFIC LEAVES ANY PART OF THE SITE (OR ON70 PAVED ROADS WITHIN THE SITE): A. THE PERMITTEE(S) MUST I1,17TAIJ. A'EHICLE TRACKING SUP TO MINIMIZE THE TRACK OUT CF .'EDIMENT FROM THE CONSTRUCTION SITE, EXAMPLES OF VEHICLE TRACKING BMPS INCLUDE (BUT ARE NOT LIMITED TO) ROCK PADS. MUD MATS, SLASH MULCH, CONCRETE OR STEEL WASH RACKS, OR EQUIVALENT SYSTEMS. B. THE PERM'TIEE(5) MUST USE STREET SWEEPING IF SUCH VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT FROM BEING TRACKED ONTO THE STREET (SEE PART IV.E.5.0.). 7. THE PERMITTEES) MUST INSTALL TEMP,XRARY SEDBKENTATION BASINS AS REWIRED N PART III,C. OF THIS PERMIT. PART IV.C. - SEDIMENT CONTROL PRACTICES (CONT-) & THE PERMITTEE(S) MUST MINIMIZE SOL COMPACTION AND. UNLESS INFEf SIBLL, PRESERVE TOPSOIL MINIMIZING SCIL COMPACTION IS NOT REQUIRED WHERE THE FUNCTION OF A SPECIFIC AREA OF THE SITE DICTATES THAT IT BE COMPACTED. 9. THE PERMITTEE(S) MUST PRESERVE A 50 FOOT NAIUPAL BUFFER OR (IF A BUFFER IS INFEASIBLE ON THE SITE) PROVIDE REDUNDANT SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATED WITHIN C'0 FEET OF THE PROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS 10 THE SURFACE '.JATER. NATURAL BUFFERS ARE NOT REWIRED ADJACENT TO ROAD DITCHES. JUDICIAL CITLIHES, COUNTY DITCHE, STORMWATER CONVEYANCE CHANNELS, STORM [TRAIN INLETS, AND SEDIMENTBASINS. THE PERMITTEE(S) IS/ARE NOT REQUIRED TO ENHANCE THE QUAUTY OF THE VEGETATION THAT ALREADY EXISTS IN THE BUFFER OR PRO WE EGETATION IF NONE EXIST, HOWE' W, PERMITTEE(S) CAN IMPRO'.E THE NATURAL BUFFER LITH VEGETATION. PART IV.D. - DEWATERING AND BASIN DRAINING I. THE PERMITTEES) MUST DISCHARGE TURBID OR SEDMENT-LADEN WATERS REL'.TED TO DEWATERING OR BASIN DRAINING (E.^., PUMPED DISF'AHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENT SEDIMENTATION DAMN ON THE PROJECT SITE UNLESS INFEM.SBLE. THE PERMITTEE(S) MAY DISCHARGE FROM THE TEMPORARY OR PERMANENT SEDIMENTATION BASINS TO SURF'CE WATERS IF THE BASIN WATER HAS BEEN VSUALLY CHECKED TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED IN THE BASIN ANO DRAT NUISANCE CONDITIONS (SEE MINN. R. 70500210. SUSP. 2) WILL NOT RESULT FROM THE DISCHARGE IF THE WATER CANNOT BE DISCHARGED TO A SEDIMENTATION BASIN PRIOR TO ENTERING THE SURFACE WATER, IT MUST BE TREATED MATH THE APPROPRIATE BAPS, SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE RECU.ING WATER OR OOATUSTREAM PROPERTIES. IF THE PERMITTEE(S) MUST DISCHARGE WATER THAT CONTAINS OIL OR GREASE, THE PERMITTEE(S) MUST USE AN DL-WATFR SEPARATOR OR SUITABLE DLTRATON DEUCE (E-0. CARTRIDGE FILTERS. ABSORBENTS PADS) PRIOR TO DISCHARGING THE WATER. THE PERMITTEES) MUST ENSURE THAT DISCHARGE POINTS ARE ADEQUATELY PROTCTED FROM EROSION AND SCOUR. THE OLCKARGE MUST BE DISPERSED OVER NATURAL ROCK RIPRAP, SAND BACs, PLASTIC SHEETING, OR OTHER ACCEPWO ENERGY DISSIPATION MEA:URES 2, ALL WATER FRCM DEWATERING OR BASIN -DRAINING ACTIVITIES MUST BE DISCHARGED IN A MANNER THAT DOES NOT CAUSE NUISANCE CONDEToI EROSION IN RECEIVING CHANNELS OR ON DOWNSLOPE PROPERTIES, OR INUNDATION IN WETLANDS CAUSING SIGNIFICANT ADITRSE IMPACT TO THE WETLAND. 3. IF THE PERMITTEE(S) IS/ARE USING FILTERS MATH BACKWASH WATER, THE PERMITTEE(S) MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL RETURN THE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, OR INCORPORATE THE BACKWASH WATER INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION. THE PERMITTEE(5) MAY DISCHARGE UACKWASH WATER TO THE SANITARY SEWER IF PERMISSION IS GRANTED BY THE SANITARY SEWER AUTHORITY. THE PERMITIEE(S) MUST REPLACE AND CLEAR THE FILTER MEDIA USED IN DEWATERING DEVICES WHEN REQUIRED TO RETAIN ADEQUATE FUNCTION PART N.E. - INSPECTIONS AND MAINTENANCE 1. THE PERNITTEE(S) MUST ENSURE THAT A TRAINED PERSON (AS IDENTIFIED IN PART III.ASA.) ':ALL ROUTINELY INSPECT THE ENTIRE OONSTRUCTON SI7E AT LEAST ONCE EVERY SEVEN (Y) DAYS DURING ACTIVE CONSTRUCTCN AND WITHIN 2 , HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS, FOLLOWING AN INSPECTION THAT OCCURS WITHIN 24 HOURS AFTER A RAINFALL EVENT, THE NEXT INSPECTION MUST BE CONDUCTED WITHIN SEVEN (7) DAYS AFTER THE RAINFilt. EVENT. 2. ALL INSPECTIONS AND MAINTENANCE CONDUCTED DURING CONSTRUCTION MUST BE RECORDED WITHIN 24 HOURS IN WRITING AND THESE REGARDS MUST BE RETAINED WITH THE SAPPP IN ACCORDANCE WITH PART IILE. RECORDS OF EACH INSPECTION AND MAINTENANCE ACTI' ITY SHALL INCLUDE: A. DATE AND TIME OF INSPECTIONS B. NAME OF PERSON(S) CONDUCTING INSPECTIONS C. FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONS ARE NEEDED D. CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES) E. DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 112 INCH (0.5 INCHES) IN 24 HOURS RAINFALL AMOUNTS MUST BE OBTAINED BY A PROPERLY MAINTAINEO RAIN GAUGE INSTALLED ONSITE, A WEATHER STATION THAT 15 WITHIN 1 MILE OF YOUR LOCATION OR A WEATHER REPORTING SYSTEM THAT PROVIDES SITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES F, IF ANY DISCHARGE IS 085ERYM TO BE OCCURRING DURING THE INSPECTION, A RECORD OF ALL POINTS OF THE PROPERTY FROM WHICH THERE IS A DISCHARGE MUST BE MADE, AND THE DISCHARGE SHOULD BE DESCRIBED (I.E„ COLOR, DOOR, FLOATING SETTLED, OR SU.'PENDLO xUDS, FOAM. OIL SHEEN, AND OTHER OBVIOUS INDICATORS OF POLLUTANTS) AND PHOTOGRAPHED. G. ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED AS REQUIRED H PART 0I.8. WI7,NN SEVEN (%) CALENDAR DAYS :'. INSPECTION FREQUENCY ADJUSTMENT A WHERE PART^ OF THE PROJECT 317E HAVE PERMANENT COVER, BUT WORK REMAINS ON OTHER PARTS OF THE SITE, THE PERMTTEE(S) MAY REDUCE INSPECTIONS OF THE AREAS WITH PERMANENT COVER TO ONCE PER MONTH. B. WHERE CONSTRUCTION SITES HAVE PERMANENT COVER ON ALL EXPOSED SOL AREAS AND NO CON3TRUCTION ACTIVITY IS OCCURRING ANYWHERE ON THE SITE, THE SITE MUST BE INSPECTED DURING NLN -FROZEN GROUND CONDITIONS AT LEAST ONCE PER MONTH FOR A PERIOD OF TWELVE (12) MONTHS. FOLLOWING THE TWELFTH MONTH OD PERMANENT COVEN AND NO CONSTRUCTION A .TTY, INSPECTIONS MAY BE TERMIN'.TED UNTIL CONSTRUCTION ACTIVITY IS ONCE AGAIN INITATED UNTESS THE PERMI7TEE(S) IS/ARE NOTIFIED IN WRITING BY THE MPCA THAT EROSION ITLUES HATE BEEN DETECTED AT THESITE AND INSPECTIONS NEED TO RESUME. C. WHERE WORK HAS BEEN SUSPENDED DUE TO FR07EN GROUND CONDITIONS. THE INSPECTORS MAY BE SUSPENDED. THE REWIRED INSPECTIONS AND MAINTENANCE SCHEDULE MUST BEGIN WITHIN 24 HOURS AFTER RUNOFF OCCURS AT THE SITE OR 24 HOURS PRIOR TO RE�UMINO CONSTRUCTION, WHICHEVER COMES FIRST. 4. THE PERMITTEE(S) IS/ARE RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT SUPS. AS WELL AS ALL EROSON PREVENTION AND SEDIMENT CONTROL BMPS. UNTIL ANOTHER PERMITTEE HAS OBTAINED CO.ERAGE UNDER THIS PERMIT OCCORDNG TO PART ILB.5. OR THE PROJECT HAS UNDERGONE FINAL ST'BIUZATION, AND AN NOT HAS BEEN SUBMITTED TO TRE MPCA 5, THE PERMITTEE(S) MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL SNIPS AND NETSURFS TO S. ALL INTEGRITY AND EFFECTIVENESS DURING ALLPOLLUTION PREVENTION MANAGEMENT N NONFUNCTIONAL BMPS MUST BE REPAIRED, REP ROUTINE AND POSTERAINFALL EVENT LONA INSPECTIONS. ALL OM REPLACED. OR .OR SSUPPLEMENTED WITH FUNCTIONAL BMPS L THE ENO OF THE NEAT BUSINESS OAT' AFTER DISCOVERY. OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS UNLESS ANOTHER TIME MANE IS SPECIFIED BELOW. THE PERMITTEE(S) MUST INVESTIGAIE AND COMPLY WITH THE FOLLOWING INSPECTION AND MAINTENANCE REQUIREMENTS: A. ALL PERIMETER CONTROL DEVICES MUST BE REPAIRED. REPLACED, OR SUPPLEMENTED MEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES ONE-HALF (1/2) OF THE HEIGHT OF THE DEMCE, THESE REPAIR- MUST BE MADE BY THE END OF THE NEXT BUSINESS DAY AFTER DESCOJERY. OR THEREAFTER AS SOON AS FIELD CONDITIONS ALLOW ACCESS. S. TEMPORARY AND PERMANENT SEOIMENTATICN BASINS MUST BE DRAINED AND THE SEDIMENT REMOVED WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES ONE-HALF (1/2) THE STORAGE VOLUME DRAINAGE AND REMOVAL MUST BE COMPLETED WTHIN 72 HOURS OF DISCO!ERY, OR A3 SOON AS FIELD CONDITIONS ALLOW i.CCESS (SEE PART IV.O.). C. SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS, MUST BE INSPECTED FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION DURING EACH INSPECTION. THE PERMITTEES) MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS. CATCH BASINS ..ND OTHER DRAINAGE SYSTEMS, AND RESTABIUZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. THE REMO"AL AND STAEUZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL REGULATORY. OR PHYSICAL ACCESS CONSTRAINTS. THE PERMITTEE(S) SHALL USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, RENO' -AL AND ST!SIUZATION MUST TAKE PLACE WITHIN SEVEN (7) CALENDAR DAYS OF OBTAINING ACCESS, THE PERMITTEE(S) IS/ARE RESPONDBLF FOR CONTACTING All LOCA_ REGIONAL STATE AND FEDERAL AUTHOOTIES AND RECEIVING ANY APPUCABLE PERMITS, PRIOR TO CONDUCTING ANY WORK IN SURFACE WATERS, D. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS MUST BE INSPECTED FOR E.IDENCE OF OPF-SITE :,EDIMENT TRACKING ONTO PA'ED SURF,CES TRACKED SEDIMENT MUST BE REMOVED FROM ALL P.'VEO SURFACES BOTH ON AND OFF SITE WITHIN 24 HOURS OF DISCCJERY, OR IF APPUCABLE. WITHIN A SHORTER TIME TQ COMPLY WITH PART I'.C.B. E STREETS AND OTHER AREAS ADJACENT TO THE PROJECT MUST BE INSPECTED FOR EVIDENCE OF OFF -RTE ACCUMULATIONS OF SEDIMENT. IF SEDIMENT IS PRESENT, 17 MUST BE REMOVED IN A MANNER AND AT A FREOUENCY SUFFICIENT TO MINIMIZE OFF-STE IMPACTS (EG., NCTVE SEDIMENT IN STREETS COULD BE WASHED INTO STORM SEVERS BY THE NEXT RAIN ANO/OR POSE A SAFETY HAZARD TO USERS OF PUBLIC STREETS). PART W.F. - POLLUTION PREVENTION MANAGEMENT MEASURES THE PERMITTEES) SHALL IMPLEMENT THE FOLLOWING POLLUTION PRE.ENTION MANAGEMEYT MEASURES ON THE SITE: L STORAGE. HANDLING, AND DISPOSAL OF CON3I1RUCTION PRODUCTS. MATERIALS, AND WASTES: THE PERMITTEE(S) SHALL COMPLY WITH THE FOLLOWING TO MINIMIZE THE EXPDSURE TO STORMWATER OF ANY OF THE PRODUCTS, MATERIALS, OR WASTES. PRODUCTS OR WASTES WHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TO STORMWATER OR ARE DESCRIED 70 BE EXPOSED TO STORMWATER ARE NOT HELD TO THIS REQUIREMENT: A. EUILDINC PRODUCTS THAT HAVE THE POTENTiL TO LEACH POLLUTANTS MUST BE UNDER COVER (EC, PLASTIC SHEETING OR TEMPORARY ROOFS) TO PREVENT THE DISCHARGE OF POLLUTANTS OR PROTECTED BY A SIMILARLY EFFECTI'EE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. B. PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICALS. AND LANDSCAPE UAIERIALS MUST BE UNDER GOLER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) TO PREVENT THE GIZCHARGE OF POLLUTANTS OR PROTECTED BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT MATH STORMWATER. C. HAZARDOUS MATERIALS, TOXIC WASTE, (INCLUDING OIL DIESEL FUEL GASWNE. HYDRAUI IV. FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERV.TTIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) MUST BE PROPERLY STORED IN SEALED CONTAINERS TO PREVENT SPILLS. LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS STORAGE AREAS MUST BE PROVIDED TO PREVENT "ANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE OR HAZARDOUS MATERIALS MUST BE IN OOUPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE. 0. SOLD WASTE MUST BE STORED. COLLECTED AND DISPOSED OF PROPERLY IN COUPLIANCE WITH MINN. R. CH. 7035. E. PORTABLE TOILETS MUST BE POSITIONED SO THAT THEY ARE SECURE AND WILL NOT BE TIPPED OR KNOCKED GYM. SANITARY WASTE MUST BE DISPOSED OF PROPERLY IN ACCORDANCE WITH MINN. R. CH, 71141. Z FIEUNG AND MAINTENAN.E OF EQUIPMENT CR VEHICLES SPILL PREVEAITON AND RESPONSE: THE PERMITTEF(S) SHALL TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLEO OR LEAKED CHEMICALS, INCLUDING FUEL FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED INCLUDING THE USE OF DRIP PANS OR ABSORBENTS UNLESS INFEASIBLE. THE PERMITTEE(S) MUST CONDUCT FUELING IN A CONTAINED AREA UNLESS INFEASIBLE. THE PERMITTEE(S) MUST ENSURE ADEQUATE SUPPLIES ARE KJAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS. THE PERMITIEE(S) MUST REPORT AND CLEW UP SPILLS IMMEDIATELY A5 REOUIRED BY MINN, STAT. $ 115.061. USING DRY CLEAN UP MEASURES WHERE POSSIBLE 1 VEHICLE AND EQUIPMENT WASHING IF THE PERMETTEE(S) WASH THE EXTERIOR OF VEHICLES OR EQUIPMENT ON THE PROJECT SITE, W.;SHING MUST BE UNITED TO A DEFINED AREA OF THE SITE RUNOFF FROM THE WASHING AREA MUST BE CONTAINED IN A SEDIMENT BASIN OR OTHER SIMILARLY EFFECTIVE CONTROLS AND WASTE MCM THE WASHING ACT ATY MUST BE PROPERLY DISPOSED OF, THE PERMITTEE(S) MUST PROPERLY USE AND STORE SOAPS DETERGENTS. OR SOLVENTS. NO ENGINE DECREASING 15 ALLOWED ON SITE. 4. CONCRETE AND OTHER WASHOUT3 WA3TE THE PERAITIEE(S) MUST PROADE EFFECTIVE CONTAINMENT FOR ALL UCUID AND SOLID WASTES GENERATED BY WASHOUT OPERATIONS (CONCRETE, STUCCO, PAINT, FORM RLLEAL�E OLS, CURING COMPOUNDS AND OILER CONSTRUCTION MATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. THE COUID TND SOLID WASHOUT WASTES DUST NOT CONTACT THE GROUND, AND THE CONTAINMENT MUST BE DESIGNED SO THAT IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR AREAS. LIQUID AND SOLID WASTES MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPG RULES A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY THAT REQUIRES SITE PERSONNEL TO UTILIZE THE PROPER FACIUTIES FOR DISPOSAL JF CJNCRETE AND 01 WASHOUT WASTES. PART IV.G. FINAL STABILIZATION THE PERMITTEES) MUST ENSURE FINAL STABILIZATION OF THE SITE. FINAL STABIUZATION 117 NOT COMPLETE UNTIL ALL REQUIREMENTS OF PARTS I','.G.I.-5. ARE COMPLETE: 1. ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND ALL SOILS ARE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH DENSITY OVER THE ENTIRE PERVIOUS SURFACE AREA, OR OTHER EWIti ALENT MEANS NECESSARY 70 PREVENT SOIL FAILURE UNDER EROSIVE CONDITIONS. Z. THE PERMANENT STORMWATER MANAGEMENT SY--TEM IS CONSTRUCTEO, MEETS ALL REQUIREMENTS IN PART 111.0. AND IS OPERATING AS DESIGNED. TEMPORARY OR PERMANENT SEDIMENTATION BASINS THAT ARE RSI HE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS HAVE BEEN CLEANED OF ANY '[CUMULATED SEDIMENT. ALL SEDIMENT HAS BEEN REMOVED FROM CONVEYANCE SYSTEMS AND DITCHES ARE STABILIZED WAIN PERMANENT COVER. 1 ALL TEMPJR'RY SYNTHETIC AND STRUCTURAL EROSION PRe.ENTION AND SEDIMENT CONTROL BMPS (SUCH AS SILT FENCE) HAVE BEEN REMOVED ON THE PORTIONS OF THE STE FOR WHICH THE PERMITTEE(S) IS/ARE RESPONSIBLE. BMP5 DESIGNED TO DECOMPOSE ON SITE (SUCH AS SOME COMPOST LOG-) MAY BE LEFT N PLACE C FOR RESIDENTIAL CONSTRUCTIUN ONLY, INDIVIDUAL LOT: ARE CONSIDERED FINALLY STABILIZED IF THE S7RUCTURE(5) ARE FINISHED AND TEMPORARY EROSION PROTECTION AND DOWNGRADIENT PERIMETER CONTROL HAS GEEK COMPLETED AND THE RESIDENCE HAS BEEN SOLD 70 THE HOMEOWNER. ADDITIONALLY, THE PERMITTEE HAS DISTRIBUTED THE MPCA'S 'HOMEOWNER FACT SHEET' TO THE HOMEOWNER TO INFORM THE HOUEOWNER OF THE NEA FOR. AND EENEFITS OF, PERMANENT COVER. EL FOR CONSTRUCTIGV PROJECTS ON AGRICULTURAL LAND (E.G, PHPEUNES ACROSS CROP, FIELD PASTURE OR RANGE LAND) THE DISTURBED LAND HAS BEEN RETURNED TO ITS PRECONSTRUCTION 'ONICIULTURAL USE 5. ALL INFILTRATION AREAS MUJT BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING CCNSTRUC%N ACUITY 15 REACHING THE INFILTRATION ARLA ALL INFILTRATION AREAS MUST BE INSPECTED 70 ENDURE THAT EQUIPMENT IS NOT BEING DRIVEN ACROS' THE INFILTRATION AREA, STORM WATER POLLUTION PREVENTION PIAN VICTOR GARDENS NORTH ViLLAGE 7TH ADDITION DRA 91" OESIGN sY: C.M. C.W,P, CHCKO IFY; PFOJ. NO. C.W.P. 15-1588 OWGINALOATC: FEBRUARY 10. 2016 PREPARED FOR: KETTLER CONSTRUCTION 4A IIIc I ' 4. SITE PLANNING IT ENGRNEEKNG PLOWS ENGINEERING, RIC. 87M LAKE DRIVE SUHE 110 UNO LAKEC, MN 55014 PHONE` (851) 361A10 FAL'(MI) 3UI-0701 C5.1 SITE SPECIFIC INFORMATION PROJECT NAME 'ACTOR GARDEN'_' NORTH VILLAGE 7TH ADDITION PROJECT LOCATION ELLICREST AVENUE NORTH AT RDIEMARY WAY, HUDO, MINNESOTA LANTUOE 4i1_r.954 LONGITUDE: -93.019756 P13K),ECT OWNER KETTLER CONSTRUCTION RICH KETTLER 2 SOUTHPOINTE COURT ST.PAUL. MN 55727 (651) 462-7884 2S.1[(UCTION ACTLYITILDESCREMON THIS SITE IS THE SEVENTH ADDITION OF THE •'7CTOR GARDENS NORTH VILLAGE- DEVELOPMENT. THE PROPOSED DEVELOPMENT CONSISTS OF TWENTY-SEVEN (27) DETACHED TOWNHOME UNITS AND THREE (3) TWIN HOMES (6 UNITS) WITH NEW PRIVATE STREETS. STORM WATER MANAGEMENT WILL BE PROVIDED '3A ON-STF NURP POND, AND OFF-SITE NIURP POND. THE SITE WAS ROUGH GRADED PER PREVIOUS PLANS FOR THE DEVELOPMENT OF THE SITE. WETLANDS HAVE BEEN DELINEl TED AND ADJUSTED BY WAYNE JACOBSON, JACOBSON EW.11RONMENTAL, IN NOVEMBER 2015, THE PLANS REFLECT THE CURRENT DELINEATION. NO WETLAND IMPACTS ARE PROPOSED WTH THIS PROJECT. SITE AREA BEFORE AFTER COfISTRUCnON CONSTRUCnOH TOTAL -ITE AREA 651 ACRES TOTAL ESTIMATED IUPQRw0U5 0 ACRES 3.12 ACRES VITAL ESTIMATED PERVIOUS I ^ 51 -.CF-S 5.39 ACRES TOTAL DISTURBED AREA 6.0 ACRES RECEIVING WATERS WITHIN ONE MILE SITE MAP AND DESIGN CALCULATIONS SEE STORM WATER DRAINAGE REPORT FOR QUANTIFICATION OF STORM WATER MANAGEMENT REQUIREMENTS AND DRAINAGE AREA MAPS, SOLS. SLOPES VEGETATION SOIL TYPE(SV, SEE 'CONSTRUCTION ACTI'ATY DEICRIPTION" FOR LIST OF SOILS TYPES :.LOPE''.` PrOPOSED SLOPES WILL OE GENERALLY MODERATE AND ARE NOT EXPECTED TO EXCEED ?A. 'EGETATK)n SEED AND MULCH IS PROPOSED FOR OISTUPBED AREAS PEWRPWSWPPP ('DEW"T ENGINEERING. INC. 6776 LAKE DRIVE UNO LAKES MN 55014 (651) 361-E200 PERSON WHO WIII. OVF.RSEF INPFMENTATION OF SWPPP (-CONTRACTOR-) 780 PERSON(S) WHO WILL INSPECT ON-SITE ESC MEASURES CNSff.QM "3 TBD TRAINING DOCIIMFNTATION DOCUMENTATION MI ACCOMPANY THE SWPPP INDICATING THAT THE INOIIRDUALS IDENTIFIED IN PART A F. HAVE BEEN TRAINED IN ACCCIDANCE WTH THE REQUIREMENTS OF PART III,F, DOCUMENTATION SHALL INCLUDE: A. NAMESOF THE PERSONNEL ASSOCIATED MTN THIS PROJECT THAT ARE REQUIRED TO BE TRAINED PER PART III.F.1. OF THIS PERMIT. S. DATES OF TRAINING AND NAME OF INSTRUCTOR(S) AND ENTITY PROVIDING TRAINING. C. CONTENT CF TRAINING COUF;E OR WORKJHOP INCLUDING THE NUMBER OF HOURS OF 7RANING. SITE SEQUENCING & ESC NOTES PRICR TO ANY LAND -DISTURBING ACTIVITY, THE CONTRICTOR SH'LL INST'.LL SILT FENCE AS SHOWN ON PLAN. ADDITIONAL SLT FENCE MAY BE NECESSARY IF LOCAL CONDITIONS REQUIRE. LILT FENCE CHALL REMAIN IN-PLACE UNTIL THE FINAL STABILIZATION HAS BEEN ESTABLISHED IN O.CCORD NCE PATH PART IV.G, THE CONTRACTOR SHALL PERFORM SITE GRADING ON AN AREA -BY -AREA CASIO TO MINIMIZE UNST,BIUZED AREAS. AS EACH AREA IS COMPLETED, ALL EXPOSED SOILS MUST HIVE TEMPORARY EROSION CONTROL PROTECTION CR PERMANENT co•.ER WITHIN FOURTEEN (14) DAYS THE CONTRACTOR SHALL PROVIDE ALL SOD, SEED, MULCH AND FERTILIZER WHICH SHALL CONFORM WITH THE FOLLOWING MNDOT CI ECIFICATIONS AS MODIFIED BELOW. ITEM TWE OF SPECIAL IMPAIRED NAME OF WATER BODY WATER BODY WATER WATER ON-SITE POND POND NO ND GFF-;ITE PONDS POND NO NG ON-SITE WETLANDS WETLAND NO NO OFF-SITE WETLANDS WETLAND NO NO CL ARWATER CREEK STREAM NO YES SITE MAP AND DESIGN CALCULATIONS SEE STORM WATER DRAINAGE REPORT FOR QUANTIFICATION OF STORM WATER MANAGEMENT REQUIREMENTS AND DRAINAGE AREA MAPS, SOLS. SLOPES VEGETATION SOIL TYPE(SV, SEE 'CONSTRUCTION ACTI'ATY DEICRIPTION" FOR LIST OF SOILS TYPES :.LOPE''.` PrOPOSED SLOPES WILL OE GENERALLY MODERATE AND ARE NOT EXPECTED TO EXCEED ?A. 'EGETATK)n SEED AND MULCH IS PROPOSED FOR OISTUPBED AREAS PEWRPWSWPPP ('DEW"T ENGINEERING. INC. 6776 LAKE DRIVE UNO LAKES MN 55014 (651) 361-E200 PERSON WHO WIII. OVF.RSEF INPFMENTATION OF SWPPP (-CONTRACTOR-) 780 PERSON(S) WHO WILL INSPECT ON-SITE ESC MEASURES CNSff.QM "3 TBD TRAINING DOCIIMFNTATION DOCUMENTATION MI ACCOMPANY THE SWPPP INDICATING THAT THE INOIIRDUALS IDENTIFIED IN PART A F. HAVE BEEN TRAINED IN ACCCIDANCE WTH THE REQUIREMENTS OF PART III,F, DOCUMENTATION SHALL INCLUDE: A. NAMESOF THE PERSONNEL ASSOCIATED MTN THIS PROJECT THAT ARE REQUIRED TO BE TRAINED PER PART III.F.1. OF THIS PERMIT. S. DATES OF TRAINING AND NAME OF INSTRUCTOR(S) AND ENTITY PROVIDING TRAINING. C. CONTENT CF TRAINING COUF;E OR WORKJHOP INCLUDING THE NUMBER OF HOURS OF 7RANING. SITE SEQUENCING & ESC NOTES PRICR TO ANY LAND -DISTURBING ACTIVITY, THE CONTRICTOR SH'LL INST'.LL SILT FENCE AS SHOWN ON PLAN. ADDITIONAL SLT FENCE MAY BE NECESSARY IF LOCAL CONDITIONS REQUIRE. LILT FENCE CHALL REMAIN IN-PLACE UNTIL THE FINAL STABILIZATION HAS BEEN ESTABLISHED IN O.CCORD NCE PATH PART IV.G, THE CONTRACTOR SHALL PERFORM SITE GRADING ON AN AREA -BY -AREA CASIO TO MINIMIZE UNST,BIUZED AREAS. AS EACH AREA IS COMPLETED, ALL EXPOSED SOILS MUST HIVE TEMPORARY EROSION CONTROL PROTECTION CR PERMANENT co•.ER WITHIN FOURTEEN (14) DAYS THE CONTRACTOR SHALL PROVIDE ALL SOD, SEED, MULCH AND FERTILIZER WHICH SHALL CONFORM WITH THE FOLLOWING MNDOT CI ECIFICATIONS AS MODIFIED BELOW. ITEM MNDOT SPECIFICATION/NOTES SOD 3E'6 SEED " 3678 • FOR TURF ESTABLISHMENT COMMERCIAL TURF MNOOT MI.: 25-131 (220 LBS/AORE) RESIDENTIAL TURF MNDOT MIX 25-151 (120 LBS/ACRE) TEMPORARY FALL COVER MNDOT MIX 21--112 (ICO LBS/ACRE) SPRING/SUMMER MNDOT MIX 21-111 (100 LBS/ACRE) SOIL -BUILDING COVER WNDOT MIX 21-113 (110 LBS/ACRE) 1-2 YEARS CO.IER MNOOT MIX _2-111 (30.5 LS5/ACRE) 2-5 YEARS COVER MNDOT MIX 22-112 (40 LBS �ACAE) MULCH 3302 (TYPE 1 - DISC .`NCHORED) FERTILIZER 3881 WOOD FIBER BLANKET 3888 CATEGORY 2 • MOW A MINIMUM OF: RESIDENTIAL TURF - ONCE PER 2 WEEKS COMMERCIAL TURF _ ONCE PER 4 WEEKS '• SEEDED AREAS -HALL BE EITLIER MULCHED OR CO.EREO BY FIBROUS BLANKETS TO PROTECT SEEDS AND LIMIT EROSION. TEMPORARY OR PERMANENT MULCH MUST BE UNIFORMLY APPLIED BY MECHANICAL OR HYDRAULIC uE'NL AND STABILIZED BY DISC -ANCHORING OR USE OF HYDRAULIC SOIL STABILIZERS ALL FECSION AND SED]RENT CONTROL MEASURES SHOWN ON THE PLANS OR IMPLEMENTED IN THE FIELD SHALL BE W ACCORDANCE WITH THE CITY AND NPDES PHASE II PERMIT REQUIREMENTS, AND THE MPCA'S "PROTECTING WATER QUALITY IN URBAN AREAS BEST MANAGEMENT PRACTICES FOR MINNESOTA." THE CONTRACTOR SHALL PAY SPECIAL ATTENTION TO ALL ADJACENT PROPERTY UNES AND MAKE SURE THE EROSION CONTROL PRA^hCES NPLACE ]N THOSE ARE 'S PREVENT MIGRATION OF SEDIMENT ONTO ADJACENT PROPERTIES THE CONTRACTOR SHALL MAINTAIN SILT FENCE, INCLUDING THE REMOVAL OF ACCUMULATED SEDIMENT, THROUGH COMPLETION OF BUILDING CONSTRUCTION. SILT FENCE TO BE REMOVED ONLY AFTER COMPLETION OF BUILDING CONSTRUCTION AND UPON ESTABLISHMENT OF VEGETATION. THE CONTRACTCR SHALL PROVIDE WOOD FIBER BLANKET FOR `-LL AREAS OF CONCENTRATED FLOW AND FOR ALL SLOPES 11 OR GREATER. PROTECT ALL STORM W'TER MANAGEMENT FACILITIES FROM CONSTRUCTION RUN-OFF. CONTRACTOR TO INSTALL AND CONSTRUCT SAID FACILITIES ONCE OTE HAS BEEN STABILIZED. IF ANY SLOPES APPEAR TO BE FAILING, THE CONTRACTOR SHALL PROVIDE ADDITIONAL SILT FENCE, 81GROLLS AND EROSION CONTROL BLANKET AS NEEDED THE CONTRACTOR SHALL FINAL GRADE S54ALE AREAS UPON STABILIZATION CF UP57REAM AREAS. UPON GRADING COMPLETION THE CONTRACTOR SHALL PROVIDE NATIVE TOPSOIL SEED, AND MULCH ANCHORED WITH A CTRAIGHT SIT DISC WITHIN 48 HOURS CF FINAL GRADINC, EXCESS SOIL SHOULD BE TREATED LIKE OTHER EXPOSED SOL AND STABILIZED WITHIN 72 HOURS, ANY SOIL STOCKPILES ARE TO HAVE :TILT FENCE PLACED ON DOWNSTREAM SIDES AND SHALL NOT BE PLACED IN SURFACE WATERS. ADJACENT STREETS SHALL BE KEPT CLEAN OF CONSTRUCTION MATERIALS, DIRT, AND OTHER UNDESIRABLE MATERIALS. WHEN MATERIALS OR DEERIS HAVE WASHED/FLOWED ONTO ADJACENT STREETS, IT IS THE CONTRACTOR -S HE_�FON51BILITY TO SWEEP/SCRAPE STCEETS S NECESSARY OR AS DIRECTED BY THE CITY. MAP OF SURFACE WATERS 1lA# I F A l CLEARWATER CRUX IS AN IMPAIRED WATER. ASSESSMENTUNIT: 01 070206-519 IMPARMENTS: AQUATIC MACROINVERTEBRATE BIOASSESSMENTS; FISHES BIOASSECSMENTS C.1 DURING CONSTRUCTION A. ALL EXPOSED SOIL AREAS MUST BE STABILIZED AS SOON AS POSSIBLE TO LIMIT SOIL EROSION BUT N NO CASE LATER THAN `:E'EN (-) DAYS AFTER THE CONSTRUCTION ACP iTY IN THAT PORTION OF THE 517E HAS TEMPORARILY OR PERMANENTLY CEASED. B. TEMPOTARY SEDIMENT BASIN REQUIREMENTS DESCRIFED IN PART III.9.1-5 MUST BE USED FOR COMMON DRAINAGE LOCATIONS THAT SERVE AN ATEA WTH FIVE (5) OR MORE ACRES DISTVRRFD AT ONE TIME C2 POST CONSTRUCTION. THE WATER QUALITY VOLUME THAT MUST BE TREATED BY THE PROJECT PERMANENT STORMWATER MANAGEMENT SYSTEM DESCRIBED IN PART III.C. SHALL BE ONE (1) INCH OF RUNOFF FROM THE NEW 1MPERVIOUS SURFACES CREATED BY THE PROJECT. WHERE SITE CONDITIONS ALLOW, AT LEAST )i INCH OF WATER QUALITY VOLUME MUST BE INFILTRATED. `EL PART III.C.2 FOR MORE INFORMATION ON INFILTRATION DESIGN AND APPROPRIATE'ITE CONDITIONS IF IT IS DETERMINED THAT SITE CONGITIONs ARE NOT APPROPRIATE FOR INFILTRATION (E.G. LACI( OF 3 FT. OF SEPARATION TO=EA.ANALLY SATURATED GROUND WATER, PROXIMITY TO BEDROCK, CONTAMINATED SOILS) THE REASONS :HOULD BE DOCUMENTED IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR THE PROJECT. INFILTRATION IS NOT REWIRED IN HYDROLOGIC SOIL GROUP D SOILS. DRAYVN IVY: OESIGN BY: C.M. C.W.P. CHCK13 BY:PROJ. NO, C.W.P. 15-4588 ORIGIN NL DATE: FEBRUARY 10. 21316 O� F J = p a r�i Vel e =leo WG PREPARED FOR: KETTLER CONSTRUCTION STIE PLANNING 6 ENGINEERING PLOWE EN111INEENIN6, INC. 6776 LANE DRIVE SURE 1111 LINO LANES, MN 55014 RHONE: (851)931$119 FAX (661) 361-5701 STORM WATER POLLUTION PREVENTION PLAN VICTOR GARDENS NORTH VILLAGE 7TH ADDITION C52 CR sm 10 5uaex 1114 X -c 2,!Z, A V1 i ?- �*wowll&'z6 PW.:e ?-.5' AL 6 AM&f IC4& 4-WUW ya 9-4(cwty RM 7 RubRu"I HAVU Z, '46 u f,411&1GPY i4 5 dOAff Y,t 0 c,. Z Vjlyhlt HAlt 13F tf P,4t-M F/k 6, J7/ - Ar c 7 A p� z 11m fmG Ci 1.44 5vetm/ 11 Cr l P7 Jr r v fI CCsIc Toi- V t ll� 76 &ibrahamsonMA LAMSC"E A DESIGN & NMoty Beauty Since 1928 2002138cffi*9rlx 21ODTOWNDF. 32573bftRaW35 smd1almyssm 969woom MK. I= SL Compok m $4024 (011433 -WI rfAlAing-NAA r j:. 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[asrsa�al�a.a� �UGo smodi,,aexlmn 86tl,�.M."M s.aOk� F[s1WF ])A apAwNrre: L IVA -p Cdoftr $pliF4 1Fvru�,v �r�',Enwr� SNawraam+l�o 5p�,e€� C- Lwr- koC444 i .*c Cprmjp.#cr WatmAg tti �cacr� arca Hr��-�uc-�t �]- �.1rT4C 13�U�c/V1u�re�cC 81RCM �F r- SPlJfa MINuI,s Wer66u F • C,�wCOAO B4AWAY rw&o k&c,6r.4 6-- Dd,rk« Y SF-DurI t4o`sr, f 131.4,Cr tyfso Sc.. --44 t io rR f5 5,f -t, v1 p Fr p4braLANDSCAPE PLAN �amson ��� LANDSCAPE ♦ DESIGN ► NURSERY Vic,ro) t ar M iMAII A QRrN Viwm 6 r: SeaUW Since 1928 T Vf kj 0 Rim t .fY 20M Lcax y3ap�erw. [asrsa�al�a.a� �UGo smodi,,aexlmn 86tl,�.M."M s.aOk� F[s1WF ])A apAwNrre: L LEFT ELEVATION 6GAI.EI!a' = 140' A5PEFI UI Ki(�Hi Ct�GVH11�v yµ+,�a l!P • 140• REAR ELEVATION J14. • I4e AtMW III L4fl� YIQ 4 V0I wW qI +•O fA �+up Zo zs1 IM:; LL D. GaP32 DATE: 3.10.16 REMDNSi JCCOWUM. N0, 216169 WHET NO. ASPEN III SLAB 2 LEFT ELEVATION 5TONERETURN REAR EL LVA I IUN "° ^"�^� RIGH I �LCVA I IUN SCALE- 118" - 1'-0^ UNIT "A" SCALE- 1/1" • 1'-O' UNIT 'A' YUE� I le'' !'-0" UNIT 'A' THIN CUT VENEER UNIT "A" FRONT ELEVATION 56ALE- I/4' - p.0' I,HO 5Q PT. Ff. 192 50. FT. OFR. PORCH THE WOODLANDS OF MAPLEWOOD UNITS "A" SLAB ON GRADE °u-33 Zoo MaIR a ";.M .� ig aa��d70 DATE. S -ID -12 CONK. N0. alz2za SHEEIT N0. 1 CONT. Mae VENT ' K16KOUT ASNHIO TO W IN57ALLE0 A5 MEMO FLXTERIOR ' EWALL PIN191ER TO VERIFY KI000UT CONT R VCE VENT PL.,. 191NSTALLEO PRIOR TO FIN19HINO - CARPENTER TO FLASH ALL EKTERIOR WI IOOW5 ANO OOOR5 PER TO WH 6166 YALE FtEQUIRENENt5 NONfiUMCTIOWL SAOOLE W/ FULL-1WOOD 12 LOUVER ICE --V 6 AT MJA6ENY MALLS INYL 5vlw THIN CUT VENEER UNIT "A" FRONT ELEVATION 56ALE- I/4' - p.0' I,HO 5Q PT. Ff. 192 50. FT. OFR. PORCH THE WOODLANDS OF MAPLEWOOD UNITS "A" SLAB ON GRADE °u-33 Zoo MaIR a ";.M .� ig aa��d70 DATE. S -ID -12 CONK. N0. alz2za SHEEIT N0. 1 I0-6' 32'0'Id-W r— -----------1 -- ------ I It''a' Y610' ' POUR® POINAATIOH WALLS 5LAE5 FOUNDATION P SCALE 114" • 1''d' NOTES BRAWN BT: Co nOAa Wi r w WI1N A W9TG3L PERMOF Ia�4N9Tl CO11IR0 N1xW I tOP Q w '--- 0lII0 3 TIAV RS0 RI pSM ]NP11' AIR STAR NC141 vEW 39' MTR R6[R 44 6P6' I :6'46' WMr, FYI. I �. ~ TeMPte!ONN IrtOtlA InIwA 7 o I I I I I I I UNEXCAVATED I I I I I I b - ' oeL anaA��e+owr - I I I I II I L--J I t h L---------- —._--- Q d a I�`a T,m 66NOm 1RUe6E] T9 L _. I______ 4' OF 6' POINTED I 44" DP 6' FOLMO i I I I I I I 20W LONG. Fro, 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 f I ! I I I 1 I I I UNEXCAVATED I I I 1 I I I I I I I I I I I I I I i I' � 6" POURED I I I. III I I I I I YU'xa" LON�E0. ,' I I I I I I I I f I I I = I I I I I I I I 6" OF a" P6URED I I I 46 LF 6" POURED I YO'xd' LON`L. PTO., I r _ I IF -� I I —� I I I I I I I rz b I I I 4^ OF 6' F0.1?eD 4 �41' I'-16' 516' I 44° OF e" POVReO I I Y�0'x6' LONL.PT6. J� \ \ I 1 7 T _ J- P.` 6° POINTED I I ° I 4' or 6' POIAReV r 140'6p LONL. FT6 16'X6' 44 OF 9• FOUREO I I FI I P6'x6^ LONL. PTS. _ L J L---' ----J a J -------------� �1-7- I Y• MI. IL I YM' R'9' V-4' I I I I I I I I I 6" 6' FOURPD i I I 40i" 'FIGFT6� Id'xa' CONC I I I e I I UNEXCAVATED I I I I I I I I I as i I I I l I cF 6" FwREv I I I Sd' OF 6" POJREO 11a4L" I I______ L ONL. PTD.— —I -- ------ I It''a' Y610' ' POUR® POINAATIOH WALLS 5LAE5 FOUNDATION P SCALE 114" • 1''d' NOTES BRAWN BT: Co nOAa Wi r w WI1N A W9TG3L PERMOF Ia�4N9Tl CO11IR0 N1xW V /.$ J'q L. W` tOP Q w }- Aµ (RNN34 TO! IG•G T111N 1' � IIJ. NMNRIL] 3 TIAV RS0 RI pSM ]NP11' AIR STAR NC141 vEW 39' MTR R6[R Av S` FINrWL' 6N311r RIE419N6 N EYEN'f 6*E4T409N IIIP 11N [. "1!M1 4RW A((2!. �. ~ TeMPte!ONN IrtOtlA InIwA 7 o eAeLVSf, Yii N AIR IMLYI IIUT 1411 A CCL41a ICLYIe 11311E NNII SI' 1301INR T6R1 A ZiTena U c3N1N9R 9nNe Arca To M eNA4oa"s L IIUYE aN ALL RWY Z � LL aZ � o . ' oeL anaA��e+owr - Ilmm� cows L4 can Naziw r Au X31 Q d a I�`a T,m 66NOm 1RUe6E] T9 L _. .4euWrr wir. ePa cwucnr- ee3l.ee. ¢I • FEtrLA PRO(.6e WINDOWS (HUW) ' rTDR. TO VERIFY ALL NOW, DOOR 6 C.O. NOR. HT5. ' 9'rI I/L' FLAIE Nf. UNLESS NOTED VMRWISS ' ALL 41705, SET 6 d•D" LN Z55 NOTED OTWRWISE BRAWN BT: Co CORN- N0. FIRST FLOOR PLAN tOP SHEEETTNNO. SCALE- 110= 1'-0' 1,410 ]O. FT. 192 50. FT. OPT 4 BEASM PORCH 2 RDCE Cw ROM BODE ROOF 4 VENT 12 1� 23�'SMINOLES 05" 541N6Le5 0.4l� 0.2! T/16p,Sp, 51CATNI�p ROOF TRV55E5 f 24 OL. lay MF61 VENT OOF 14104 VALLEY JACK ROOF RV55EL ! 50FPIT f 24" OIT VALLEY JACK ! , MMI RSM IN511L VROOFETRUSSES 0gpp5p0P SSOA ROOF 1Y ROOF TRUJ55E5 8 17411 O.C.1.61ALL 44° OL. R-44 INSUL /z! CORNERS AID TO Be 1� i ICE 5N1ELp OR EQUAL 2''� IDR T COVEI✓EO Y! BLINDING PAPER, PRIOR TO 510NIG RED W/ DUN TO 24" MICE WALL PROVDE SOLID DLOCKMMi AT ALL VENT BAFFLES 5'JPFORT DEAi15 TO POINT LOADS PROV De Soup OLOCKIN6 AT ALL —VAULTED) AT 24' O.C. SUPPORT BETO POINT LOAV5 ALUM. FASCIA r• VFPQfl IMIER SNEETROLK - ALUM. E7rFIT w;;rt 5 GIRDER TRUOB 3 -II L. "F" TRIM VENT DAPPLES w R W.I I AT 24. O.C. a {SEE ELEY1 4w6"TIA P! ATE �• NSODMIG T(16' 0.5D. T111N8 2x6 STUDS /O.C. 112 %12 :� 04. OFT. A61LHIXi STRAPS - R-19 M1d"TDN W/ 511.1- SEALER 112' TYPE "A' DTP. SOON VAPOR BARRIER I Y• SNFeTR,:GK 310' CONC. FLOOR Wl POLY UNDER W/ VENTS IL6" ALL WALLSCOMMON TO LIVING AREA Sle TTPE R10 MEULATION R-10 IN5UAATION- -10 MISULATDN G2UNPALNONI-WM(d• F42IMD11lON WILL - 'F" TRM FOUNDATIdS WALL WATER OOPMD WATERPROOFMM 4 6' OURW WATER "PROOFING 4 OF6;POURE '�A�� 4 qF 6e?Olf2E0 FI p11 e" 44 OF 0' POUiW 44 OP B POURED GR055 SECTION -FTG. 2Cw6" LONG FTG. 20'SB" GONG. PTO. za"x0° GONG. FTG. y {, SCALE, 1/4' = I' -al UNIT "A" RDCE P10TE5+ wRlc mW wr AWn x GWiPPeP wmi "N .F.Ra.! uoP6F. x YLMCNWii TO AE LEM TIMirwN.l wuw.aiaa xAR WWCTj. NNNe�.atR Q.YT NE 1ALY2 R:W:GIAIW W CYNR 6lIAlA6M MIP I"a CORCDI 6MAW 1LLXN 1a liW R'FWv"LwC.G IL �.KL4WwW nE us.eMr. Aw N "Wr R04W IIM N:tlIR MWf III.Y xa IwaO. RNN A L�6aMIPL.lfNW a6T6 TE G0lg00C. a wi.LL RANM� R pN, 61LOe I ILL NF vw i MIIv umpOO°eo m.s�xRr�own IwIMA RaYNa'ALIP 6LOIXNP 4 N.1. L�LYiWP'.YA ARa LMMCUT fAW lea I Ice d WATER y U LO ALL VALLeY5 ICE d WATER SHIELO 44" UP ALL WAU S W RE ROOF RNl9 ALONG WALL • ALL WReWS OR NAKl MIND OA I"W THROUON STUCCO Ofw 501N6 MU5T Be Flie-ORILLEO ANO WALED W/ 51LICONE TO PREVEAIT WATER LdAllZASE LL8L'OCwRRACTOR5 MUST REAL ALL PENETRATIONS TO EXTERIOR OF NOUSE WHEN ANY HOLES ARE CUT OR PENETRATI 15 ARE COMPLETED " FLAW ALL WINOOW9 ANO 0OOR5 KICKOUT FLASHING TO BE iNSTALLEO BY ROOrERB 8. CC MNUOU5 VAPOR BARRIER AT ALL WALL TO AON TOP OF AL TOPX TERIOR ND PLATES TAPE ALL VAPOR BARRIER& FOAM ALA. WIRE5 ANO ITEMS TRAY P TRATE VAPOR BARRIER, ROAM AROUAD Ail. WINDOWS ANO ODORS. TO AT'TY. ALL CAN' Le 'ERC, CORNERS. d RIMS TO 5E COVERED W{ BLOC. PAPER PRIOR TO 5DINO. •gin Ad i f{9 COMM. NO. xlaaao SHEET NO. 3 BODE 1� 23�'SMINOLES R" ° BSESS iT24� OL. IDT MF61 . VE W VROOFETRUSSES 0gpp5p0P SSOA ROOF 1Y 44° OL. R-44 INSUL /z! ALL CANTILEVERS, CORNeR7 ANO RLMS TO IN: COVERED W1 OULP RO PAPER, PRIOR TO 51171NO PROV De Soup OLOCKIN6 AT ALL SUPPORT BETO POINT LOAV5 Le SNIELO OR EQUAL. 2t0" TO 24• INSDe WALL VENT DAPPLES AT 24. O.C. FASCIA �• VAPQR BARRIER R'Ar]ER - Awn. ALUM, BOFFI7 112' TYPE "A' DTP. SOON !1B' W/ VENTS IL6" ALL WALLSCOMMON TO LIVING AREA Sle TTPE - 'F" TRM 6YP. OP. ON CEILING � y {, ANS,Py PVTy.RIOR WALL 6Np17UIING SSEE FLEV) WALL N,I' p 51FA7NIAMi p7 f Yxd 7e 1 I/ p.4 R-19 1N511LAYION TNIQ LUf Y TREATED PLPTE YA AOR 9PRRIOR 112 'OHEETROCK STONE I!2 NIY f. B. P 32 p.G 9 I/2• LOAIC. FLOOR VENEER 4' CON- FLOOR W. FISERMPSH W SNA.CgJ�ReI soAPS W/ POLY UNDeR PATIO LIT- B.- OF 6. ramp -10 INlamFouwATION WALL. 40" OP a• Powep Ol1WATIdJ WALL ii�ii R-10 INSULATI 4A-6 neo '6'XB'cpuc.Fro ATER PROOFING ° 1[4,0'OF GROSS SECTION 44' GF B" POCKED OF 6• POUR W G"POlAlep 011Xe' CONIC. FTG. SCALE. 114" • 1'-d UNIT "A•YD"w6" LONG FTG. P10TE5+ wRlc mW wr AWn x GWiPPeP wmi "N .F.Ra.! uoP6F. x YLMCNWii TO AE LEM TIMirwN.l wuw.aiaa xAR WWCTj. NNNe�.atR Q.YT NE 1ALY2 R:W:GIAIW W CYNR 6lIAlA6M MIP I"a CORCDI 6MAW 1LLXN 1a liW R'FWv"LwC.G IL �.KL4WwW nE us.eMr. Aw N "Wr R04W IIM N:tlIR MWf III.Y xa IwaO. RNN A L�6aMIPL.lfNW a6T6 TE G0lg00C. a wi.LL RANM� R pN, 61LOe I ILL NF vw i MIIv umpOO°eo m.s�xRr�own IwIMA RaYNa'ALIP 6LOIXNP 4 N.1. L�LYiWP'.YA ARa LMMCUT fAW lea I Ice d WATER y U LO ALL VALLeY5 ICE d WATER SHIELO 44" UP ALL WAU S W RE ROOF RNl9 ALONG WALL • ALL WReWS OR NAKl MIND OA I"W THROUON STUCCO Ofw 501N6 MU5T Be Flie-ORILLEO ANO WALED W/ 51LICONE TO PREVEAIT WATER LdAllZASE LL8L'OCwRRACTOR5 MUST REAL ALL PENETRATIONS TO EXTERIOR OF NOUSE WHEN ANY HOLES ARE CUT OR PENETRATI 15 ARE COMPLETED " FLAW ALL WINOOW9 ANO 0OOR5 KICKOUT FLASHING TO BE iNSTALLEO BY ROOrERB 8. CC MNUOU5 VAPOR BARRIER AT ALL WALL TO AON TOP OF AL TOPX TERIOR ND PLATES TAPE ALL VAPOR BARRIER& FOAM ALA. WIRE5 ANO ITEMS TRAY P TRATE VAPOR BARRIER, ROAM AROUAD Ail. WINDOWS ANO ODORS. TO AT'TY. ALL CAN' Le 'ERC, CORNERS. d RIMS TO 5E COVERED W{ BLOC. PAPER PRIOR TO 5DINO. •gin Ad i f{9 COMM. NO. xlaaao SHEET NO. 3 LEFT ELEVATION SCAL, 114. a I' -0l LNCSThNiT III RlGf� f CLCVH i ivi� SLAlE• U4": lyd G>fSTMR III REAR ELEVATION 6GLE. 1/4' • I -d LICSfl11R f11 CHESTNUT III SLAB mum, NIL 1161SS SHEET N0, 2 REAR ELEVATION SCALE, III, • II -O° CANT. R106E VENT ���JJJJ JJJ 2 JJJ �J JJJJ JJJJJJ 12 JJJJ�J 7� sUe�' 6'x�" uHCT1oNu VINYL SIOINO YI009 LOUVER TRIO. 6X6 WOW -- THIN CUT STOW POST 807 0 TO YIS EER "..fin ON 26°X46" THIN Co STONE FRONT ELEVATION SCALE, 1.603 SQ FT. I [WN FIN. 2.601 S&Oa . FT'.07AL f 196 o0. FT. FORCH ® --- -FF9T F�ODR CEk6K.� Ile❑❑❑❑❑ ±� =❑❑❑❑❑ al �❑❑❑❑D _ IiI J ❑ ❑ ❑ ❑ ❑ _ ____FIR9T FLOOR_____ J R - ____9ASEMENT LEIWO-���/// KICKOUT FLASHING TO OF INSTILLED AS NEEDED EXTERIOR YAII FINISHER TO VERIFY KICKWT _ PL/5NIN81S RATALLEV PRIOR TO FINISH" CARPENTER TO PLASH ALL EXTERIOR W WOWS X70 90M PER TO IML s IOC COVE WGUIRERMT5 E BASEMENT FLOOR CHESTNUT/ JOHNSON THE WOODLANDS OF MAPLEWOOD z 0 0 -4E- E - c) P4 W Ei E- x FCFV 4-2-17 0. TE: d-17 REMSICK: 3-IJ22 LO d-3-12 LV COMM. NO. xlal9l __ SHEET NO. I ' PELLA PROLINE WKVOW6 IHUNSI I ' OLOR. TO Vet IFY � LL WOK OWN 6 CD. IDR -RTS. I ' 8-0 POURED LONG FOuWAT10N W/ TRIPLE PLATES ' ALL = SET t d -Id' UNLEBB NOTED OTHERWISE ' ALL FL00R5 TO It L1460 LPI 4AN1IF. TO VERIFY FRANIW BELOW ORANITC TOPE ABOVE ' A551MI617 501L SRO. CAPACITY 2.000 LBS. FOUNDATION PLAN 5LALC' 1f41 - ILO' 1,698 50, FT, MUT, FIN, 1d -Id' 16 ' I P05T ON 1814 DECK ABOVE \ 3-11 -II T(._8' = OR. ft-� I S NIIL ----- `_-=---_ r - --.--- 1I�TO 201 SO_WA-T_UO_E 1 Pa WOOD 1 POST ON 30'9 1 50NAVAE 1 1 1 4 5EASON I PORCH ABOVE I r — — — —12 10— 1 YM STUDS P 16' O.O. H I I I I 44' 0P e' POURED 4 aF 6'c D POUR j I YO'X6° GONG FTG. 340 a I I I 1I I i----- — B -O PATIO DORt -----J - MR001A hJ 13.8714-7 I 2•II TlB"ML.1r-----1 F --- 9 I!Y' LPI I 0 O"5Pl6"O'" 4 OF 6 POLREO I 16"OC I 44" OF B'e. FT I I G. 16-X81. come. FTiL 2:.4 FURRING' R-11 MUL I I I I I 60 t=- -- - II If 11 221,x" --- --- IIII 9d1 1M I 101111 1111111 I - I YO ;A' CONL. F76.8"PP MOPED 4'9' IIII Ilii I CEIL9/0 uP 19R FUTURE '' `40--- -----�---I n 19-1FAaMiao-a 4�naxi P6j- '\ R.I. 3/4 I 3 ill' GONG SLAB I I' Il I ' MAD 193I 8�•I^ CLO VTf L ` ` - --TI F'VANITY} I 9P' OF 0 POuRw 26 X8- CONC. PTO. al 11 T 8111 I I 11 2" F9WWiIH 9: {511"1 1 1 2fl ' I j 11 0 STAIRS I w1 I YlpliivENTJ I 9 112" 171 I I i SUIw `X6 5TUD5 IE 0L. I 4' OP e'FL I 20"%8" Cow- F fTb. I I I I I I MECH./ STORAGE I UWINI6HE0 NI 9Ile LPI d' OL I I i I I 5° - 6" POURED 68 OP 6' POURED I EO'%B" CONC. FT6. 7- --\---�--- ---- 11 �J \ \ — — — — — —, UNEXCAVATED \ , / I as e' POUREv. I 0 OF B" POUEIED COWL. FTC. / / I —1 F-----7 F--� ELd' >'-0' ' I Yldr r-plr d-4�" 1y9i' UNEXCAVATED 3 - B' aF 6' POURED I 40" OF 4' POUR® 1 1d AW, LONG. FTb. I 8"d5"D I I OF B PMMEO I IP"%8" LO is NG FT6. FT& I I I I I I I I I I I I I I I I 4d or P01%iE0 I L ---- — -- 1d w-- 0. IY'-Y' I�9 10 n I.� 14 dW RA9.IN0 NOTE5' 6" ���y I. 91141011 5 WR" A VNInGeL IIwx 61° �a J 1L1e5G� TNW wLN'� m [wlvfm Nml ec LU 4{65.311 5/4" OECKINO � i aLL NBIN6I YO�LHS MOel4'I HIL eUNUeleLO �''� 2-2X6 i TEMP. FALL Vr1w e+ '2 efANITlw10'Eniwll9EGF AM' SCISSORS Ep�p6Y FEEL j 2%a �. rncvlx eNEXe Dema ao el 6vwT zz ]RU95E5 I 'b ~ KLF'0 W /M n[ G�iwn sn'M Armes �e i L Mac, C I = 33w2w ne eArirc a wLi u"�'" oe�" 9 IZ BC. 1I VAULTED 16-4x11.2� L[LMN IBNNF NYId ]INN 4A ?¢.a �1 4 SEA50N PORCH 2.91/2'41. 4OP OMYO"`�°TO °eLOn�°m Z= CARPET x InrL wlAu "L.xB dZm ^ i � �I oii mem l6]Ait4LCJB LL gp:•, . L` I ��44����pp • N10VtleeC�0.�p.6NLIX�A(INalN9uA<�N FLUSH YEAR II \ ikL^ y 1 2XIZ-7 CARPET ¢ bl1O 1pl M6mUspY11.4�1ttNI¢xeeAe LD6 aa�Wa QL2-91/YiML. .,O_n .r6_n j� no 2-9 U2p AVL. BOpCB �W - - IS LT. Pr`i �In V b FLUSH HEARTH 24 J, lid 31 LIVING- C r2. I"Xw8 pg�pl i 70 CARPET N i G71LE - G VANITY O 3?, -'d SOFFIT 1 B -O_____ VANITY ' .TILES 10" TREADS 30'7164" f, i Il 24. LED!£ ISLAND I I �� E�6LY. �, y.,° 52" 441y I 19 II - da Z I r - DIAIE7TE 1' r RADON BL :%4 VENT V WALL t B.I. FOR PKT. OR. RAISE 00 b 10-1XQ�1�0J.1 gg $ A A ='20 GRPET a 14 -4X6 -F mot PO FOYERo� u•3%10 -o i _ yS, i W O ,:AOOM 12 J' 24. IIL11' I' FLId' � 1119 CASE .e 6L1' BEARW LEO 1%.2x4 Al FOR TRUSSE5 t THEW SEAT ~ WALL t NOIN6 WA649 2.9 Ill" ML. _ FOR MT. OR. - 3365•YW PROM g % 2B T9%T•10 °�L 2A0 IYLY 3Q 22X0 •+: PORCH r r' Mo. TEPs I % 9'•11 = I/2" OA ML 5 OPTIONAL PROVIDE BEARING LW _ FOR Ti1189E9 t THESE WALiS — �_ 50FFI5 42X6. —�99EO GHfd7ER'TROFS.-''_.__,_ SnILa ILO' d•d' 2'•i d-4' 13'-J' TRT0. 6%P WOOD 19.021-/ AV& 112" TYPE W OTF. W. ON POST EOxe,, T � O rAo.ALL WALLS 0AMION TO 16 XI6" ON EB X2541 LIVNO AREA a/8 TYPE THIN LUT STONE 4" CON6. FLOOR %" W. CO. ON MLIN" VENEER ITTP.I N/ FIBERNE.SR - DATE: I -6'111 NENSIONS: EROT HE L 5-16-12 LD - 4-3-12 LD 224 t _________________ _______ i 16'115' OARAEE DOOR � I 1 I ' PELLA PROLINE WINO915 AMINO) I BLDR. 1:O V ATE H ALL MOW. NOTI 7 114 HOIL HTS. 911 115 PLATE Hf. UNLESS NOTED DTIFYiW',5E H ' ALL W1705. SET P 5'-0 UU-=5 NOTW OTHERWISE I I j I DRAWN BM li j51A1P501J 5W14 1 FIRST FLOOR PLAN COMM. NO. THIN OUT STONE I AH15 W STRAPS 1 SCALE, Ila' .ILO' 1,509 5D. FT, YCNEER THIS WALT- Y2xIY CONT, i 196 50. FT. PORCH 212101 ETN ----- T11 SHEET NQ 5TONE VENEER Or a' POURED K0' Come— Fro..Ip�uL� GRED 51 OF 8' POUTED PDMS' LDNL FTG, BEARING LEG OR IN TIE A5 REO. ON Y11 MIN. OF WAS -ED NA 6RA,<EL GR055 SECTION "A" OR [BUSIED ROCK, AtD COVERED WfIH 6• NINIMAAM SCALE I/4', I'-0' OP SANE MATERIAL. 11.11 TYPE 'M' GTP. BD. ON ALL WALLS COMMON TO LIVING AREA 7/a" TTFE 'X' OYP. BO. ON CEILING 4' LOKC. FLOOR W/ FISERMESH CONT. RIDGE ROE 4T 1 YeNT 237'SNNGIP9 16'X6" Cowl FTG. FDNNgill WAI i_ 7". fLT TER WING 8Wi1OF POL'RE9 NGYL e 51. 14 T/lO.SA, TD PER PLANTP Il COW- FTG. ROOF TRUf 44 OC. BYMFG) SSES mKPDT. p 12 ------- 1-77%75 VE17 I •20OA 77 BOOP RIM DETAIL 4 MIL MY VAPOR 8-44 INGUL I/2" GYP BOl VALLEY JACK ALL CANTILEVERS, LORIER5 AND Rift TO Be R-19 INSULATION ROOF TRU :SES COVERED W! BUILDING PAPER, PRIOR TO SUING GLUED b NAILEtl b 24" O.C. (rm) PROVIDE SOCIO 19LOLKI. AT ALL = UFFORT 5E4I6S TO FJINT LOA05 ll RIM Or a' POURED K0' Come— Fro..Ip�uL� GRED 51 OF 8' POUTED PDMS' LDNL FTG, BEARING LEG OR IN TIE A5 REO. ON Y11 MIN. OF WAS -ED NA 6RA,<EL GR055 SECTION "A" OR [BUSIED ROCK, AtD COVERED WfIH 6• NINIMAAM SCALE I/4', I'-0' OP SANE MATERIAL. 11.11 TYPE 'M' GTP. BD. ON ALL WALLS COMMON TO LIVING AREA 7/a" TTFE 'X' OYP. BO. ON CEILING 4' LOKC. FLOOR W/ FISERMESH 44V—R.VAPOR 8" GF 6" POURED 4T 1 4d1 OF 8" POURED uai T_5y �o 16'X6" Cowl FTG. FDNNgill WAI i_ I!'�'xIP7 A.G. P 3YATEO4 O.G TER WING 8Wi1OF POL'RE9 NGYL GM' OF a" POURED TD PER PLANTP Il COW- FTG. :Y JACK TRUSSES aem NG LEG VA?OR BARRBR 7/6 SIESMOCK W1IPOLY UNDER R-10 INSUL. , VAU47EDJ 3 -II ExTSIRIOR WALL OR- 51DING(SEE ELEV) WTRAP X5TWGo OL1N0 9 INOULATION VI BARRIER 112" SIEETROLK wPTERPft."' 4 GF 66'' POIIREO 44' OF 8 POURED 20'x'' COAL. FTC'. CUNT. R106E VENT EME 237' SHIN^LES P 19' FLT T/16 OS$. SHEATHIN6 ROOT TRUSSES 1 24 OC. {BY MPG) 7.z7 YENT AUOF 1'•P00 9ral R-44 INGUL 12 9,47 ALL CANTILEVERS, BUILDING PAPS AND I R TO BE UI LOTIEAED W! BUILDING PAPER, PRIOR TD SUING PROVIDe SOLID BLOCKING AT ALL SUPPORT BEARS TO PONT LOADS - VAPOR BARRIER 7/e" 5HWIR06K %TERNGR PN16'H PER PLPH 44V—R.VAPOR 5FBATHINO PER PLAN 2X6 SNOS 6 16' OC 4T 1 8.14 lmSuLATION uai T_5y �o I I/." 5TYRO IU lAAT10N 314" I!'�'xIP7 A.G. P 3YATEO4 O.G OLUE7J4'DECK 4WARD.. NGYL 1 i 11 TD PER PLANTP LPI PERPUT. �Jp5T5 -T_0.1.WI 3/G BOLT(VERrtYLPI mKPDT. WJ SILL SEALER _ IJP", ------- RIM DETAIL @ DECK 44V—R.VAPOR EXTERIOR PNISH PER PLAN 1/2' AFIO S SCATHING FFR PLAN 2X6 STUDS OC uai T_5y �o R-19 INSULATION =Ill 314' I!'�'xIP7 A.G. P 3YATEO4 O.G 6LLlTDM150L. ---�� 1 i 11 RIM LPI PERPUT. -------YOB 112"DAPQRFLI WJ SILL SEALER _ (%% r J4 IyJ 3 ------- 8.. 2K4 RIMING RIM DETAIL 4 MIL MY VAPOR EATERIOR FN15H PER PLM I/2" GYP BOl 5EATHIN6 PER PIAN 2X6 5TUD51 16" OC x IA a tiAW R-19 INSULATION 3/4' GSH. Z �,o GLUED b NAILEtl 11 If II I1 II POLY UNDERI ll RIM LPI PER PLM 2-2X0 PLATES YI VENTS 4%b iRm PLATE W/ IB" BOLTS 6 3P' OC PUT, IN, GYP BGMO� OPT. ANCHOR STRAPS W/ SILL SeM19t 4 ML FOLY VAPOR 5ELT10K 1300.0I10 SLBP 13 2X4 STUDS ALL PIPE JOINTS AND PITMb9 R-11 INSULATION OF THE 40M MW. 570.71E aLDO. CODE 4 ML POLY VAPOR POUBEP CONCRETE rl I/2" GTP BOARD FWNOA . PER PLM RIM DETAIL DRAIN TILE AS REQ. ON2' MN, OF WASHED GRAVEL OR CRUCAED ROCK, AND COVERED WITH 4" MIN1MLw OF SAME MATERIAL. 6RO55 SECTION 11 E5 RID INSEE. SCALE, 1/441. I' -d' ------ SLOPED I f I 1 11 2-2K6 PLATES uai T_5y �o ------ CEILING 11 11 11 I!'�'xIP7 A.G. P 3YATEO4 O.G " TAUs5 MANUF. TO CALL DFP PLANNING d PE516N WITH ANY alESTI@B DURING LAYOUT ---�� 1 i 11 OPT. ANCHOR 5TRAP5 II I "STALLATDN OF A FAN (ADIOS') -------YOB 3 WJ SILL SEALER _ (%% r J4 IyJ 3 ------- 11 11 11 2K4 RIMING SHIELD OR EQUAL I I F. PAN MAY BE INSTALLED (AFI03.12) Dt _ R-11 MOLL x IA a tiAW II I1 II 11 II 11 11 II 11 pJY CONIC. FLOOR Z �,o AT 2M' 11 If II I1 II POLY UNDERI ALUM. PrSGIA ALUM. SOFFIT u4n I I I I DRAIN TILE AS REQ. ON2' MN, OF WASHED GRAVEL OR CRUCAED ROCK, AND COVERED WITH 4" MIN1MLw OF SAME MATERIAL. 6RO55 SECTION 11 E5 RID INSEE. SCALE, 1/441. I' -d' ' MANUIl OMBNED RDOr TRUSSES NOTES' 1 I uai T_5y �o PRIOR TO FINISHING ' FULL ICE 6 WATER SHICLP AT ROOF PRCJES 4/12 AND BELOW 1� 3MIN. AB5 OR PVC CR EOUIVAENT P-9 " TAUs5 MANUF. TO CALL DFP PLANNING d PE516N WITH ANY alESTI@B DURING LAYOUT 1I 6ASTI6N7 PIPE IAFID3.6.Ir r I j /;+PROl SPACE "r FUTUREl- „T SHEET NO. II I "STALLATDN OF A FAN (ADIOS') ' 3 �I M IN. 24" DW2ETER CENTERED ON III TIC AX15 OF THE VENT STALK 1 i .IN.'.'ERTILAL DISTANCE 96" (%% r J4 IyJ 3 PER PLAN L J' T INSTAL- LIVE OUTLET IN ATI6 WHERE D = SHIELD OR EQUAL I I F. PAN MAY BE INSTALLED (AFI03.12) Dt _ TO Y4' INSIDE YPLL TO 24' x IA a tiAW PER PLAN Z �,o AT 2M' INSTALL LABEL READING (RADON REDUCTION d� ' ALUM. PrSGIA ALUM. SOFFIT SYSTEM) ON THE VENT Pill AT EACH FLOOR ANP IN ACLE551B1.E ATIC5 (Al vlpvxs eoLD 7l9plxy x A4. A LIBOR YI VENTS Ja PLAN SUBMITTED UMPER 'ALTERNATIVE OE51GN' PER 5ELT10K 1300.0I10 SLBP 13 O.rmo!m WALL ALL PIPE JOINTS AND PITMb9 I I(.0 A WATER SHICLD ALL VALLEYS OF THE 40M MW. 570.71E aLDO. CODE TO BE aLLBO OR TRANSITION GOIRLMIGS GAB. SFETHING 17" .P U05 1 HO�GC- WHERE ROOF —.9 lLON6 WALL SEAL AA, I`LOOR OPENINGS ' ALL S eve, OR _L5 BEING PER FLP}I r—.___J I I mo! PER PLAN = I I I INSTALL LABEL READING (RADON REDUCTION ION THE N EACHLZOIR Al SCALED W/SILICONE TO 714"OE6KNHG I I AND NM ACCESSIBLE TICS PREVENT WATER LEA'.AOE TRTO. 2-2XID J616 f 16" O.G. I I ALL CONTROLI90i JOINTS, " AlL Ell ll.6TOiRs MUST SCAL II II CONSTRUCTION JONTS, ANANY OTHER ALL PENETRATIONS TO EXTSRKR OF SEAL ALL JOINTS JOINTS M LONCRE7E 5LAB5 SHALL BE I I 9EALE0 WITH CAULK OR SEALANT P BETWEEN SLABI I ! > j i AND FOUND. WALL 11 IN 5EAE0 SUMP BASKET � �? o I KICNOUT MA51l TO BE INSTALLED BY ROOFERS I I MN. b ML OR 3 MIL CROSS - 16ij r 4' PERPOR4TEP DRAIN I I LAMYMTEO POLY SHALL BE I, T TILE WJFILTER FAaRIL 9'X16' ROCK TRENCH L J LAPPED 13' A . PEALED BELOW THE SLAB AD GN TOP OP 4 MIN. SMD 6A5 6 s _ e ti {I"•I 1/2x) PERMEABLE LAYER r a 50NATUSE (TYP.) PASSIVE RADON DETAIL PENETRATE VAPOR 9ARRIER, FOAM AA TUND ALL WINDOWS AND POOR T. SLALEIII' = I' -dl TO ATTIC. ' MANUIl OMBNED RDOr TRUSSES NOTES' " KICKOUr FLASHING TO Be INSTALLED AS NEEDED BY Rom lNG CONTRACTOR EXTERIOR WALL FINISHER TO VERIFY THATKICKOUT FLASHING 15 INSTALLED I. WIWx a RMl x rovTKSL GPfx d UlliO� L4�IYBf LE xwPrm N1N NI PRIOR TO FINISHING ' FULL ICE 6 WATER SHICLP AT ROOF PRCJES 4/12 AND BELOW CD e. ALL TBIN2! Te lE Lefib f111Y a' 1 HEI. gIYGNYJ' " TAUs5 MANUF. TO CALL DFP PLANNING d PE516N WITH ANY alESTI@B DURING LAYOUT ' BUILOER TO REVIEW TRUSS OESISH 6 LATOJT PRIOR TO ORDERING TRUSSES K�w�6K RODS 000P NR SHEET NO. ROOF PLAN ]lAN MOPE 1 3 A PAPYDC 64P09 ¢TFLIRm M xKxT lFAM09 AYO ne lLFNDRx 01VW6ILLy3 Tp M ®Im6LL ON GPI RAR1 xl[iWxM SHIELD OR EQUAL �N �Ixr W W xnTMenr rxYfA.t uwexKleenxe ...su TO TH:emAoaxs TO Y4' INSIDE YPLL TO 24' x IA a tiAW ' 04. *wR)Il1 PT' AT 2M' egpp IAilbb am: ALUM. PrSGIA ALUM. SOFFIT vlpvxs eoLD 7l9plxy x A4. A LIBOR YI VENTS ro�ITMr Y'-�" Y" TRIM ASSNAoo DaN eRA �vAcm e,ew eA6 O.rmo!m WALL I I(.0 A WATER SHICLD ALL VALLEYS GUMS (5EE ELEV) ILC 6 wAYER 5HIELP 24" UP ALL WALLS GAB. SFETHING 17" .P U05 1 HO�GC- WHERE ROOF —.9 lLON6 WALL R•19 II5ULATION ' ALL S eve, OR _L5 BEING VAPOR BATaIIER TPY" TWEETROCK DRILLED THROUGH STUCCO OR SIDING NUST BE PRE -DRILLED Al SCALED W/SILICONE TO 714"OE6KNHG PREVENT WATER LEA'.AOE TRTO. 2-2XID J616 f 16" O.G. " AlL Ell ll.6TOiRs MUST SCAL ALL PENETRATIONS TO EXTSRKR OF TRTO ouSC MxleN ANT NOLE3 ARC LUT OR 3'2111208. I I pCtBTRATION9 ARE COMPLETED I I • FLA ML WIlDOWS AND POOR5 I I 1 I KICNOUT MA51l TO BE INSTALLED BY ROOFERS 1 I CONTINUOUS VAPOR BARRER AT ALL WALL rRAMIN6 TO EXTERIOR ANP ON TOP OF ALL TOP PLATG5 Ill 6116 WOOD I I TAPE ALL V. POR all P05T .lt 16'1 FOAM ALL Wl AND ITEMS RIAT 50NATUSE (TYP.) 1 1 PENETRATE VAPOR 9ARRIER, FOAM AA TUND ALL WINDOWS AND POOR T. TO ATTIC. ALL CA'tTLEYER9, CORNERS, 6 RIMS " I ITA SNB 4 dF POURED I I 1 O So W/ "'PO'PAPER TO BC TO PRIOR T05DIA'O. 44 OF 8' POURED I I P O'xa'lANG. FTG. I I ' MANUIl OMBNED RDOr TRUSSES "VENT ROOD 50iT, PER 20a SOFT 50% ROW 50% SOFFIT 1 " KICKOUr FLASHING TO Be INSTALLED AS NEEDED BY Rom lNG CONTRACTOR EXTERIOR WALL FINISHER TO VERIFY THATKICKOUT FLASHING 15 INSTALLED DRAMA BY: PRIOR TO FINISHING ' FULL ICE 6 WATER SHICLP AT ROOF PRCJES 4/12 AND BELOW CD C", NO " TAUs5 MANUF. TO CALL DFP PLANNING d PE516N WITH ANY alESTI@B DURING LAYOUT ' BUILOER TO REVIEW TRUSS OESISH 6 LATOJT PRIOR TO ORDERING TRUSSES 212101 SHEET NO. ROOF PLAN SCALE. IN, - I"•0" 3 LEFT 510E ELEVATION W° 4QF AR SPA= 0 0 o a o 0 0 o a 0 0 0 0 0150 0 0 0 4OF AR SPALE NICK 0 0 0 IaP solxs N bA5 P. VENT 7RIM RIGHT 510E ELEVATION 56". 1/5%14' ca. w! CASE 6 UNIT 6 REVER5E0 1999 5O". i E IV APR 21 2016 BY I Le —LSU !3 lu -oo` DRAWN Eli W COWL 916 2019,) mletr R6 NO FeWIRATI MS N11NN1 L4' of PAMY HALL f 11 Lij EM LE LAP 5101N9 LOP SOW REAR I ELEVATION mm.e. 114%lLO' 4OF AR SPALE NICK 0 0 0 IaP solxs N bA5 P. VENT 7RIM RIGHT 510E ELEVATION 56". 1/5%14' ca. w! CASE 6 UNIT 6 REVER5E0 1999 5O". i E IV APR 21 2016 BY I Le —LSU !3 lu -oo` DRAWN Eli W COWL 916 2019,) mletr R6 F FOUNDATION PLAN 96MY- I!4" • MV NOTES, �..e�..�e rTM • ter" .o -r er x .'.urw awry r.0 e.esa�a nua.�was rwx�ie' iewe°n.oar°.�'r' i x.rea..0 ru.e •�vyaRna.� ��wia e eaYrDOfry m esro°e ararr�e miff BLOCK REINFORCING CHART, Kwrc �waa.z.ae>ni ■e.wxecre bML iA lR1WRVS W ei ert rtuT- 21 i M +iia rxxa wve e.exes ren rM w n neuu esetrwx ieaaom. �.w eox eea L.recm xwn "a 1 -T -K M 4 N0. ISI) rin 2 FLOOR PLAN LEFT 510E UNIT 15 REVER5E0 ! FLOOR PLAN RIGHT 5112E UNIT 6 wAw. I I --I O 1999 50". I 3GA1,.C= 114' • I'-0' 1995 Otl 7. NOTE51 rnFA rmrrx omx a• iaalixw �i• rlxx muerevmx ix mxormu000e A P A1IJIIRe C14r0 r u rrlaw�aa xa �a� �Ro �rrc •°xm� nliu ' name p-orcr<rar�Au '�MwALL000R6GA.— ' Mr-Ryy ALL WWM FEAPER X73. ' 90-1 10' G16LW 147, ' 911L095 9 0'-0 VMYE55 WT@O ' PeL.A(PROLM) NIUOOM5 14.02 OMMdPl ow GFT row "M 001915 3 PROVIDE SOLD SLOLKNIO AT ALL mn„inu a,. in ai niv.ic ..., i SUPPORT BEAMS TO POINT LOADS 12 4F SRLIA VENEER PROVKIE SOLD BLOCKMS AT ALL SUPPORT BEAMS TO POINT LOADS f= 29 IMMOLFS 17' feLF IiS PLYNO-5S127O ROOF TRUSSES 21 O.L. (BY NFO) lz OF Led 7 ROOF R-44 WALL ALL LOIAMON I If WALLS IN. 9H°1TROLK W/ 0 LONG FLOOR p MTV; d'L- wl FEEAMESN ` WI SILL SEALER cm, FTG. 9 II II v 5!5' SNeemoac W/ VAPOR BARRIER Ih° SEEM= Wl ICE §MELD OR EOUAL- TO 44' INSIOE WALL exTERIOR WALL p50TRSRff4/IOL VINd R•19 N191LATDN {G Sms, B _4G 12" SLK. TO'%B' CONC. FTO. 17.0! DRAM BY, LO (IOW. NO. !01517 SMT NO. 4 213• SHINOLES / 19, FELT - — ---✓ 1/2" PLYWOODV / 24" / ICE 'sHEILO OR MQUA4 MANUFACTURER OE810N TO 24• INSIDE WALL ENEROY LEO TRUS068 • 24"0.6, 24" 0 BAPPIE z4" .c. R-44 N15ULATION 9/B" OYP. BO. I W/ VAPOR BARRIER u' 112" GYP. BD. 2X6 2 16" OL. W/ VAPOR BARRIER R-14 INSUL. 9117 -RITE ShLATNIN6 SILTNR 3 1/2" CONC. PLR. ce I— f_-'�I—�I IL. 6" X 0" LURE OLK. THERMAX 4c. 12" BLK. --- 20XB GONG. FTO. (2)TYPICA EAR WALL 12ETAIL 5 112",1'-0" a 2716 0 1 R-19 IN 91LT•R SIO INS 2 3 PARTY LL DETAIL 5 1/2"+1'-0" 6'-0' ,I 6-a NOTCLI -OR CI-CeD OF TRLISSE'S 5/8' FOR GYP. 9D. i ENEROY LEO _ TRUSSES 0 24 O.L. � II II 2 LAYERS 9/0" OYP. BD. I 316" OW. BD. 2x4 0 16" O.G. -5/e" TYPE "X" OYP. OO. ON LOMMON WALL$ 910" GYP. 90. - ON INSIDE PARTY WALL -5 P4" LONG. M.R. W/ IBERMESH 44. 12" 6Ll. 20X0 PTO. 5 1/2"+1"0" "Ol DRAWN BY, m cow In Wito OW T In 5 I NL—nI N L !—L Y n I i V 1+" SCALE, Ile - I' -O' CIESTMYT III SCALE- 110' • 1'-0' OWN CONT. RI93C VENT I CONT. RIDGE YFM 0 Me' ONE P°"'�° BIRCH CHESTNUT III '""' °° TNM CUT TY T kC' ON 2a %3" YENEEF ITYP. THMCUT 570NE FRONT ELEVATION YENFFlt ITTP.) FRONT ELEVATION ' KILKOUT FLASHING TO NE ppgTALLED A9 lEEDED SU18, Ifo° • ILO' 1,4" SO, FT, F.F. " EXTERIOR HALL FF;IyIFR TO VERIPY KICKOUT 5CALE- 114' - I' -C' 1.499. FT. I.IOe SO. FT. FLA5NINO 15 INSTALLED FRIOR TO FIN15HIN6 2,566 5O. FT. TOTAL ' CARP'WYEA TO FLA3H ALL e!7ZRIOR MWOMS ANO 00OR9 2,614 50. FT. 70TAL 9A5ElAENT FLOOR 19Z 5O. FT. OPT. PORCH PER TO MN. 5 EK CODE REOUMMENT5 ____ __ 196 50_Ft FDRCH - ___________________________________________________________________________________________________________________________ _-_______ JECEIVEEft APR 2 2 2016 BY.• 1(0 W � THE WOODLANDS OF MAPLEWOOD BIRCH & CHESTNUT III wl a j � 4-26-12 10-31-12 CD la' -a• +x -e- --- I I I a" 1zw caste ---J �--------"�---r--J SOAIATLBE ----------- - - - - - -� z _ _� _ ___ d'�d' ,n �'j If�faII111h•jS1tfilI�'ijlI1l1 'Ta - -�-.T-'-- K7 - i1 S'IIIII ����4— 'a--rm—m,yR, —x�— -- _ nSI`o—I •I %— ' V a d 0O" —F—a —46. n—O x1—EFP -UNFPIUNaT'1459N rI� B4I '�OoFP 16IIB• PaOaIAb'ztEEoDN b ----- ------_ - III 20"%L STEP FTC, - 5'2•— lf X09TiDSf ox� II EP IIIr"L"aT,,oroY 1'a6URED 11 - I ARPET�L.TILE u'xcou.PTa H�aw WO ONAT0 OPT, DEC [I, "PoA �&M 12 ABOVE ----- III i'I II— CARPeT I IIIK — � ---- 1 �q glu 91,; UNEXCAVATE °LPI I �Iu I D_ I a io 111 I 2"68TUDS 161bL 1J r_ -11f I L I 4' DF 6' POURED - -•, I " 111 3 44" OF 6" POIARED F1 _ t -• 111 L2D^x6 LONG. FT6 °• _ _Y o — —. — — — — — — — — + 3 Im 22"/ SONATLIEE = 5 IT l r L 3Q N-1• 101 ly-T" N-2• 9L4" x T'I II 2�6 STUB 1 16° OC L — — J I H' W 6' PPJRED \ I II CEILING 4 OF 6" POND — — 40. OF a" POURED I WX811 LONG, PTO I — — - L — — — — — — — — — — — — — — — — — — — — — — — — — SLlly I e a y UNEX. i Eu S� i r 1 NOTE5: • 9 IJ. LDNT. AL. 16AW ENDS VIGOV wn,•eANA YEIRLl1.[�1NT 14 12 TNW 4P AVx"eF m111m Vxll w �.KIld11xW U. 1LL TxN4+A 4' I M.I 0VNR 46 aEoulAmwmNeilxo•Aw 4T"p MGC IIYN ]W AY. ! "i4m Ypb�l0.• ANaY (RTELlOx6 M E'/f Imo^?y V u� i V�-� „° RIWM AW f1x lLMeNp exlu V•flae ro pc xPIIAAa a uol r�a6rt NLLIIaIDO 20"x6" F16 NYl4f.ANi HAIR IIgMI xMT xM4 mlCrnleleNr.az,>,wu'wernapW• [axRIPCR exx6 4lClS roTK x�bCal 1.2" LPI A xDIC 4M 61J. f1611•+ ' Px. S"6O614L exPoeANYn ln'�""eD MAY ALMI � Z � r '^ '�m�or�ute�e/LVn�,�>_lornuoltwane •�elneen V Z�"r � 11P1BElA M ERMVp� e62V raNUA•� me 11RawAcm xAw Im � I � F o W _3 I s d fly f�� •_ vu ii z' I -dS U k-1610 SO"Ym U " PELLA PROLINE WINOm "1451 V u1 14.10X24-00 w U>;0 ill IIB PLATO NT. UNLESS NOT a PII e ' ALL MD415. 3ET 1 B'•0" IIAYeSS NOTED olmFt071CRW15E • ALL FLOORS TO Se Lj416 0 F IR5T FLOOR PLAN SCALE' 114" • 1'-0' 1.456 S0. FT. 192 SO. FT. OPT PORCH ViI�" Fc a Fa•" d von Q I!i OPT, 4 5EA50N PORCH ABOVE £ DI --___._ lir==LP__ aill– of d ; 1/2" tat xaB all, CLO Wr 14-16x16-4 I DB–L.– 7' 'b' M uT R P05E B' OF 6"F OUR® 00' OP 6 POURED b 3 STU09 W! 9IX-O 20°x6" LONG. PTO I A �IIfl, TRW. 6%OOD STY P06USE `_ .T—OIII `1ULECLKLaWQdB 4NI aF Pa124Pae FURRM YNR / 1 —I — PPO IWSII ;�II� -_ 1 ST EP PTO 3112•%9114" TRIO. PL Lov0F CANT. I - ._—._-------__--------_.-_ -- _. 1 mi` I WX811 LONG, PTO I — — - L — — — — — — — — — — — — — — — — — — — — — — — — — SLlly I e a y UNEX. i Eu S� i r 1 NOTE5: i VIGOV wn,•eANA YEIRLl1.[�1NT 14 12 TNW 4P AVx"eF m111m Vxll w �.KIld11xW U. 1LL TxN4+A 4' I M.I 0VNR 46 aEoulAmwmNeilxo•Aw 4T"p MGC IIYN ]W AY. ! "i4m Ypb�l0.• ANaY (RTELlOx6 M E'/f Imo^?y V u� i V�-� „° RIWM AW f1x lLMeNp exlu V•flae ro pc xPIIAAa a uol r�a6rt NLLIIaIDO W' =' NYl4f.ANi HAIR IIgMI xMT xM4 mlCrnleleNr.az,>,wu'wernapW• [axRIPCR exx6 4lClS roTK x�bCal � I O�w A xDIC 4M 61J. f1611•+ ' Px. S"6O614L exPoeANYn ln'�""eD MAY ALMI � Z � r '^ '�m�or�ute�e/LVn�,�>_lornuoltwane •�elneen V Z�"r � 11P1BElA M ERMVp� e62V raNUA•� me 11RawAcm xAw Im � I � F o W _3 s d fly f�� •_ vu � U � aJ\t -dS U U " PELLA PROLINE WINOm "1451 V u1 ' VERIFY ALL W011, POOR 6 LA. WR. HT Px "9L1 w U>;0 ill IIB PLATO NT. UNLESS NOT a PII e ' ALL MD415. 3ET 1 B'•0" IIAYeSS NOTED olmFt071CRW15E • ALL FLOORS TO Se Lj416 0 F IR5T FLOOR PLAN SCALE' 114" • 1'-0' 1.456 S0. FT. 192 SO. FT. OPT PORCH Fa•" d von Q ' PELLA PRCIUM WINPOR5 WHO " SIDR. TO'.2RIFY ALL WW. POOR 8 CD. NOR. HTS. * 9-a POUI4eD POUNOATIION W/ TRIPLE PLATES ' ALL .SET 1 6.10 UNLE36 NOTED OTHIMI5E ' ALL FLOORS TO Se 114BD ' LPI A.M , TO VERIFY FRAMING SELON ORANITe TOPS A50YE " A5SWI? '7X. SRO. CAPACITY R0410 LM FOUNDATION PLAN SCALE' 114" • Ila' 1.106 E1FT. PIN. COMM. NO, 212345 SHEET NIL 2 THIN Lu" STONE VENEER 40' OF 6' POURED 104" LDNL. FT6. CONT. R106E ROOF VENT 11 9HINOLE6 e%TERIOR FINISH PER PLM 7II6 OSH. SHEATH SHEATHING PER PLAN ROOF TF.USSES P 24001- 1117 IAFG) 4 M4 POLY VAPOR 2X6 'TUO5 P 16' (.0 R-19 INSULATION I2 �T vE sc 0°soi Ir Od 5 ROOF BN4 MMED WM.i. R-44 INSUL ALL CANTILeVER5, CORNERS ARID RIMS LOVEREO W/ LVJUIW PAPER. PRIOR TO PROVIDE SOLID MOCKING AT ALL SUPPORT WAM5 TO POOTT 40AM TO BE 5IPIM 914. � 146 8 OF 6 PIXlASD MOP O" POURED 6' CONC, FT6. OFAIN TILe 15 Rea 002• MIN. OF WASHED 6RAVeL OR CRU51CD ROCK. AND COVERED WITH d' MINIMUM OF SAME MATERIAL. 12 IF HIPSET GIRDER TRUSS 4" CIX'C, FLOOR W1 FEFNMESH 6' OF 6' PiAIReD 40' 0r a" POURED IA'%8" COHC. FT6. I'M R pARRIER s!a SHEIETRarx tlLil� 6 NAIL 3 4 058. SU6FLOOR 1 I IIV LPI P C 1 /E" DTP, 30.-j DRAIN TILE A5 REO. OAI V. MHS. OF WASHED GRAVEL OR cftusHEO ROCK. AND COVERED WITH b' MINIMUM Or SAME MA7ERIA4, e%TERIOR FINISH PER PLM SHEATH 6 SOFFIT' A I MIN. R,30 INSULATION SHEATHING PER PLAN El fel 4 M4 POLY VAPOR 2X6 'TUO5 P 16' (.0 R-19 INSULATION O BN4 MMED WM.i. 1112" STYRO INSULATION 914. FL. ML. ICANT EW) I I -K CLUE5/4" DECKING w/ R -I I INSUL. EYP) " CVS- TRTD J9Y5 PER PLAN TD DECK RHI W 3 a' T (VERIFY) 4 LPI P ERVALLEY JACKROOF e TRU55E5 24" O.L. (TYP.) APORf 1I ID RIM DETAIL @ PECK r-YAULTPAJ 66 OF 6" POURED sa•.J"LaNc.Fr6. N2 IP Ad P 32 oc. raro,, I I OPT. ANCHOR STRAPS I WI SILL SEALER P05T SauAn I I 4 AL PIX.T VAPOR EXTERIOR FINISH MA PLAN 22%12 .'pXT. NOR. 112 BYP BOARD 91PJlTHIN6 PERPL'N 7X6 STLOS a 16 OL 3 -II 7/0 ML. R-19 HEN&ATION 3!4" 0.58. GLUED d __LED _ IIL`INL RIM R-19 INSULATION LPI PER PLAN I [2" 6YP DOARD , 1 /E" DTP, 30.-j DRAIN TILE A5 REO. OAI V. MHS. OF WASHED GRAVEL OR cftusHEO ROCK. AND COVERED WITH b' MINIMUM Or SAME MA7ERIA4, SHEATH 6 SOFFIT' A I MIN. R,30 INSULATION El fel TRW. 4:x10 1 CONT. FL. I I II 2-9112 CONT. BN4 MMED WM.i. FL. ML. ICANT EW) I I w/ R -I I INSUL. EYP) RIM DETAIL I ID+ e I I 1I li SN� TRFjLTEO "3240 I I $ I/2° LONC FLOOR WI POLY IMtlER 66 OF 6" POURED sa•.J"LaNc.Fr6. N2 IP Ad P 32 oc. raro,, I I OPT. ANCHOR STRAPS I WI SILL SEALER P05T SauAn I I 4 MIL POLY VAPOR EXTER¢R PIN19H PER PLAN SHEATHING PER PLAN ui�'x1�21 a°Psi a.L. I I III PER rOUAOATgN PLAN I I I/E 6YP BOARD 2X6 51WS 1 16' OG OPT ANCHOR STRAPS _ R-19 INSULATION wl SILL 5EAMR F05T OH FIA11B PER FOUWATNMI PLAN 1 ?14. OSB ''All Il PLUREO TO ATTIC. GLDBD 3NAILED GRO55 5EGT ION %j R-16 H5UL. 44.OF 44" OF 8• POiIREO 1 1 TO BCACf /ER@D W% BLDG. PRIOR TO 9101N0. SCALE- 114' • I' -a' ORCH 201116" COWL. FTI:. 1 I L--1 RIM LPI PER PLM 2-2%6 P4ATM 1-11-L. 2X6 TR ro PLATE w/ IS' BOLTS P 32' OC 1/2° GYP BONN Wim/ ,ANCHOR R Al9 4 MIL POLY VAPOR 5 1/4• 2X4 STU175 R-11 IN5U4ATION 4 MIL POLY VAPOR POURED CONCRETE Ill" GYP BOART FOUNDAI. PER PLAN VALLEY JACK ROOF TRUSSES CONT. R10JE RIM DE TA I L P E4• CG. IMT 12 POOP 235'SNINOLE5 T15IT R010P TRV'tiE5 6 2M04. (BY MFG} SHT-y �a scALel I!4' • P -o• �1T2004 S ROOF R-44 INSUL ALL CMTILeVeR5. COR/JERS AND RIMS 70 W- 12 4 s COVERED N/ BUILDING PAPER. PRIOR TO SIOINB U� rA Q PROYXDE 50LIO BLOCKING AT ALL 2100 ICE SHIELD OR EOUAL SUPPORT BEAMS TO POINT LOADS TO 24" INSM WALC VENT BAFFLES AT E4' OX - L VAPOR BMR IBR ": M.UH. FASCIA ALUM. 50" 7 112' TYPE •X" 6YP. INC. ON - 6/a SBEeTNOCK 2Lo' W/ VENTS ALL WALLS 6=17N TO TRIM LJVINp AREA 9111' TYPE '%' 6YP. 00. ON CEILW, EXTERIOR WALL STAIRWAY Wii IIIY NOTFTA�wIyY �T . - 51PINO (SEE ELEV) 5. .TFFTA STAIRWAY HEADROOM TO BE 7t MIN = U`YE IgAP 7 16 O.SH. $1pNATHIAA9 ANBlfO T" HANDRAIL HEIGHT TO BE CONT. 34' TO 39 ANSLEO 2x6 STUDS WALL ABOVE NOSING, OFWS TO BE LESS THAN k" WALL R-19 IX�ILAT1pN 2-2X6 PLATES 3 12 STRINGERS I YREAD5 _T. LEDGE VAPOR BMRIER i!2" 5HeeTROLK 112x'79• ABDP 2 0Z. Q1"EI LL 3/a ISTIL OPT. ANCHOR 91RAP6 I I SUpry,QOR MFW .RIM (TYPI 114" OECKWG W/ SILL SEALER 51.OPED 1 /E" DTP, 30.-j DRAIN TILE A5 REO. OAI V. MHS. OF WASHED GRAVEL OR cftusHEO ROCK. AND COVERED WITH b' MINIMUM Or SAME MA7ERIA4, GR055 SECTION IIT SCALE' II4^ • i'-0" pdLN R-10 PER PLAN PGA PLAN PL" "'4"" 'W"'•xt[aunv[ DISIaT PER STLTmN t2A6Dua W 1 OF 7K 2907 ILL STAT E aJA WOE PER PIAS ffRl ALL JOINTS BETWEEN SW AIM FOMa PILL 4' PERFOMATEO DOAd TBC Vrt0.TFR FAaI¢ 6'X16' OX TRENCH n•-1 vrl �a Za ��ITj ('gym - i NC K4 �3' IB'L ABS W PVC ai EaOLhLC4T d� II GAYTRNf PDS OFI03,6f] r � ;4RINQ SPACE Fat NIUIe: ItsrMlAnox IF A FMI tMTO2>a I I I l4 Md N• eIMETat LT]ITFR[B ON ' I II THE h%IS Q iK VEllf SY+VO( L i - 1D 1 � MIX VIXT¢N. DISTANCE 311' Y INSTALL LIVE 0.RtET IN ATTIC VIERS � iA II MT. FAH MY BE aSTN lce IKSKtl21 LL�� Tc ncrMl LABEL I¢AmIG OIABIN REBOCTOXI STSTFlO ON RE VENT PIPE AT EACH FLmI AND IN ACCESSIBLE ATTICS tMl113.i9 ALL PIPE JOINTS BIM nmM3 TO BE aJ.Et OR TRwanml mIRdOY SEAL ALL Fleet �nBrGS PER PIAN li 4 I I wxl rn I j pe(fALL LABEL pEADUNG nIIIABI RFDIICTSPI •., O x 1I SYSTEM IN HE VF11I POE AT EACH FLmt � I- I AND IN ACOESSIa.E ATTICS lhFTRR131 III ALL IIBITal .POINTS, ISIIAnOX IINIS, I I [aamunml .mxls Mo NR ollEx I I JdNIS H {iIIMiVET[ SLABS SHM.L a' N � III SEALED VITA CAULK at SEhLAYf 1j O UJ� III SEALfD SLIP BASKET I INXINTCO PO.Y 9YLL� — J J LAPPED 12' P11O PLACED MIN 41 THE SIA All Ir TOP 6 4• NIX SM fu'3 W � Pna4.11eE LATER PP1551VF- RADON PE NOTES: 1. ILS 6 WAT@R 'JNIEI.D ALL VALLEYS mIAv�1V•, OAFS Or ILS 6 WATER SHIELD 24" UP q,4 WALLS �`Y19T 6G ADJRN WIM yI WHERE ROOT RUNS llON6 WALL lW� LIGR9l it L IIL LfEANN MME WY TW 4'NYx 611A0ttIJt3 ALL SCREWS OR NAILS @EINO A WNL:F�L R MRm OI CCN AOefX IIIY pRILLFL THFAOJMH STUCCO OR 6tAw baTNMI3A•Ae6tY MDMh SIDING MUST BE PFX_-ORIDLED A PRWXE AAo:F Rn[noAA MGYBW AND SEALED W/ SILICONE TO In6'�x` owooa w�eAa110A1nn°aNiNO x+'TAEwA°°M PReveNT wnreR LeaKABE RC DAAlNEIIf. MO W AII[ PLOA THAT INA A LEIL TIVM�A''NM'IA 9IMIA • ALL 9U@Lu.ITRhLTOFtS MUST SEAL �II@iMOXo2 MW XCdBTa TNC BCPIPAM6 ALL F'ENETRATION5 TO CXTERIOR DP !. NDR pl4LPNNd NOVSB WEN ANY NOL59 ARC LVT OR •N.I AMYXRS MTB PCNETRATION3 ME LOMPLCTCD KMI (DRS! PoN 1.6AA INF.vS INTFD 011ERNIAG ' PLP9H 4Lt WIppOW9 ANO DOORS "NIDE SpLOeLa�2lLIMU�P,Pu KILKWTFLASHINO TO@@INSTALLED �A q,�CgAIp4 @T ROOFERS m °roIALL A'AMlP BPL aIM. LIPAI.IR LAOV IHG 2. CQ'dTINVOV3 VAPOR BARRIER AT ALL WAIL rR-1MINB TO E%TERIDR AND ON TOP OF ALL TOP PLATES � J TAPE ALL VAPOR BARRIBR0. rOAM AL1. WIRC.' ANO ITG18 THAT PENETRATE VAPOR BARFI ISR. P—AM A� AROUND ALU WIDOWS ANO DOORS, LEM.IIJ6 1/2' W. W. TRW. 4:x10 1 CONT. FL. I I II BN4 MMED WM.i. II w/ R -I I INSUL. EYP) F! VMS e 1I 66 OF 6" POURED sa•.J"LaNc.Fr6. ui�'x1�21 a°Psi a.L. I I III OPT ANCHOR STRAPS _ 3 1/21 CONC. FLOOR WI POLY UNDER wl SILL 5EAMR F05T OH FIA11B PER FOUWATNMI PLAN 1 GR055 SECTION IIT SCALE' II4^ • i'-0" pdLN R-10 PER PLAN PGA PLAN PL" "'4"" 'W"'•xt[aunv[ DISIaT PER STLTmN t2A6Dua W 1 OF 7K 2907 ILL STAT E aJA WOE PER PIAS ffRl ALL JOINTS BETWEEN SW AIM FOMa PILL 4' PERFOMATEO DOAd TBC Vrt0.TFR FAaI¢ 6'X16' OX TRENCH n•-1 vrl �a Za ��ITj ('gym - i NC K4 �3' IB'L ABS W PVC ai EaOLhLC4T d� II GAYTRNf PDS OFI03,6f] r � ;4RINQ SPACE Fat NIUIe: ItsrMlAnox IF A FMI tMTO2>a I I I l4 Md N• eIMETat LT]ITFR[B ON ' I II THE h%IS Q iK VEllf SY+VO( L i - 1D 1 � MIX VIXT¢N. DISTANCE 311' Y INSTALL LIVE 0.RtET IN ATTIC VIERS � iA II MT. FAH MY BE aSTN lce IKSKtl21 LL�� Tc ncrMl LABEL I¢AmIG OIABIN REBOCTOXI STSTFlO ON RE VENT PIPE AT EACH FLmI AND IN ACCESSIBLE ATTICS tMl113.i9 ALL PIPE JOINTS BIM nmM3 TO BE aJ.Et OR TRwanml mIRdOY SEAL ALL Fleet �nBrGS PER PIAN li 4 I I wxl rn I j pe(fALL LABEL pEADUNG nIIIABI RFDIICTSPI •., O x 1I SYSTEM IN HE VF11I POE AT EACH FLmt � I- I AND IN ACOESSIa.E ATTICS lhFTRR131 III ALL IIBITal .POINTS, ISIIAnOX IINIS, I I [aamunml .mxls Mo NR ollEx I I JdNIS H {iIIMiVET[ SLABS SHM.L a' N � III SEALED VITA CAULK at SEhLAYf 1j O UJ� III SEALfD SLIP BASKET I INXINTCO PO.Y 9YLL� — J J LAPPED 12' P11O PLACED MIN 41 THE SIA All Ir TOP 6 4• NIX SM fu'3 W � Pna4.11eE LATER PP1551VF- RADON PE NOTES: 1. ILS 6 WAT@R 'JNIEI.D ALL VALLEYS mIAv�1V•, OAFS Or ILS 6 WATER SHIELD 24" UP q,4 WALLS �`Y19T 6G ADJRN WIM yI WHERE ROOT RUNS llON6 WALL lW� LIGR9l it L IIL LfEANN MME WY TW 4'NYx 611A0ttIJt3 ALL SCREWS OR NAILS @EINO A WNL:F�L R MRm OI CCN AOefX IIIY pRILLFL THFAOJMH STUCCO OR 6tAw baTNMI3A•Ae6tY MDMh SIDING MUST BE PFX_-ORIDLED A PRWXE AAo:F Rn[noAA MGYBW AND SEALED W/ SILICONE TO In6'�x` owooa w�eAa110A1nn°aNiNO x+'TAEwA°°M PReveNT wnreR LeaKABE RC DAAlNEIIf. MO W AII[ PLOA THAT INA A LEIL TIVM�A''NM'IA 9IMIA • ALL 9U@Lu.ITRhLTOFtS MUST SEAL �II@iMOXo2 MW XCdBTa TNC BCPIPAM6 ALL F'ENETRATION5 TO CXTERIOR DP !. NDR pl4LPNNd NOVSB WEN ANY NOL59 ARC LVT OR •N.I AMYXRS MTB PCNETRATION3 ME LOMPLCTCD KMI (DRS! PoN 1.6AA INF.vS INTFD 011ERNIAG ' PLP9H 4Lt WIppOW9 ANO DOORS "NIDE SpLOeLa�2lLIMU�P,Pu KILKWTFLASHINO TO@@INSTALLED �A q,�CgAIp4 @T ROOFERS m °roIALL A'AMlP BPL aIM. LIPAI.IR LAOV IHG 2. CQ'dTINVOV3 VAPOR BARRIER AT ALL WAIL rR-1MINB TO E%TERIDR AND ON TOP OF ALL TOP PLATES � J TAPE ALL VAPOR BARRIBR0. rOAM AL1. WIRC.' ANO ITG18 THAT PENETRATE VAPOR BARFI ISR. P—AM A� AROUND ALU WIDOWS ANO DOORS, TO ATTIC. APBER IMS Y_ I T l TO BCACf /ER@D W% BLDG. PRIOR TO 9101N0. FL 1�1 TAIL �a scALel I!4' • P -o• L� a s U� rA Q DATE: 9-T-12 TO ATTIC. APBER IMS Y_ I T l TO BCACf /ER@D W% BLDG. PRIOR TO 9101N0. FL 1�1 WMY. NO. 21E345 SHEET N0 3 0 NO7E5' �� T9,�• MNN A',lRIILIL arnl v �o - d-0' .�.�_�� r,$n IaLa° Ype'C IWM M'NMT IEEWPv�O w+l1111 Io� N.E• APMaY6P 4WOT � e. y,yll 71-11" a' -all 161-d' IT' -6' 144RR'Imio Ylffif rAu1 Y/44 euwoRlA.s w .n 1Lbn yrgp SI QPC°61FYa'A1N .' Yt °MIC >711113P MI°Y! 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Iii 16Ln° 3L°. 4�3' 1s9• ..y� 1'•4" LI 1j FiHI-� THIN tuT STONe LIWPEY - LOBBIED Ig'I�„r�lfir r] 1 � - 4CNEER L E CL EF SY HEEL dL15cSeLYL 2 4• qL 1r I I T -U'.-:.. jfz 5 4 iiFXr r_�L_t_ DINEiIE1Q 3 III ________________ II 3�fifl - 1 1=:+ BJILT-IN L _ J Y 1+-4x68 Wow 19.Ox21GAR GE -4 AVS 51P1KNIXi 9TRAP9 j$; ra� w o 6 2.2xa RAT PANEL. TV gDOK9 " - � v FDYF� bAOER ��� 4n ONG FLOOR I i 7x15 WALL 3.10• '6 TRU55 111 WJ FIBERME:JI 1 _ Y'9• I'-9' ------- ----1--- - ____ m pl.b" w i3 I� M14' WI �'•'mcx6`s I py�g�,s, 6uA.r•Ix�w y, II T L- J I �d xg 9•'_G/1 OPfIdLrTRAN3OM_.I�' S I L,TILP�. - 2fl �'r4°r I �"- 1 U LINEN w 2-24 _ "ARM n ° , ...... .'-6'-.. - 4' 1 Pft 2M PD - WI 0.0!Fli 1 •TYPE •EO.'T L� 1 1 tiu O z 13V 9'-9' WALLA B.I. :, I rWt PRT. ON. `1%LL WALLS LOMNON {O LIVINb AREA Ill l' T! ¢-Sr 'x• EILwb FLK - 9ED7ROOM 'A c.nLE Iby" 4' 6' {to• �". O O rt47 514 CELKgNS 14-IXIP-7 2.,q� s.T�. x! o I CARPET - SPO &.� - '6 10.1x10 -I OBL 2x4 I 4 - WALL A NANSINO c am- F I ®-� _ `. m FSR PKT. DR. � j lP I A ENF.F'd.Y "!EL $ I- CARPET C— , 1 T2' r-v_1L________________ RIw'I PpCY WALL i _ — _ — _ • PCLLA rRQLINE WINOOW5 PLINDI 7 +I.4n ' 6LOR. TO VERIFY ALL MOY, DOOR 6 6.0. FGR. HTS. t•I t ]Lgn 71'-6• 23L6' TEP OTHERN15E �1l0' PLATe IrF. UNLESSww5.5eT 1 W-0 UNLE9 NOTED OTNERNISE U - '�"• FIRST FLOOR PLAN 1 •� SCALE' I!4" • 1'-d' 1981 s PTTPORGI {WJ 0 79'•6• T'•6• 16'-1" �,- A4/9 U s, -- STEP Froa - - - - - - - - - - - - - - - - --- L 1 ,u TRrD.6xs14OLD I r----�---------------- II 1 r , L Ilf POST ON 22Y I Yx4 PURAWW 96• dF d' POUND 1 I I I hi 5ONATLEE I R-11 +xs1x. zdxe'tout. Fr6. I III I 4 6 Y OUREO 1 I m a' OF 6" POURS If II I 44' OF a POURED BB' OF a" PoL47E0 jil 20"X9• Caw. FTS. FUTURE 1 I 2dxV GONG. PTO. III I FAMILY Iil I Is�.0x24`0 'll w 3 I. - LONG SLAB .moi 4 I 1 FUTURE - /111� = _ W". CLO NT ° ii = 5-101 Pl1RP05E �I I uNEx• +� i L. -2046ONATuee I '1 T` I7•laxlo-4 = I I ti I I I f p c 141-8'1 POII V4°" . 5EA50N L_ — — 3 iu RLHABovE � I ii zJ I L— f----- — — — — — — — f—.. --------------- I 6" r — �'6'lii e' aP e• POURED I 1 I SII 9Q 2 oS 6' a 6 16, Oz. I i 40• CF 9 POURED 111 b I 20'X9' LONG. PTS. 16"X9 LONA, FT6. -1x1b---- .__. 3__oR.,_-,_--z�sxa- ----- I I I _. . --- -- ----- `TRIO. 6X6 4roLv I r l` j I x,' j 11 8 ".er PO5T ON 1416 I zA T- i 134•\. , ', I ri a _ IyN Y" 502MTUEE I I \`�� 1' J F5 �� I L U--' - -- 14'-f0' x1.6" T ' , y'.y �a 1 I 2X4 f:6" POURED oc, r�=�r� I 1 '. }I sxb M. � I r l 4• of dI POUReO I- I 44' Ora" roLAED 144 svxATL43e I 20'XA' LONG, Fro. II,> R_1 f I;LH./ 570RA6ETj k uAfExcAj[Q I I j <I it ° -- uNPA15ED - x>tP J -T- I I P�b . Ilu 1 j 1 zt \ i "-- -� I ai�li - 4 OF 6" FDUREv I aA° M g• POURED B DATE: I 1� i y a{� a �1 I xbnx0l' IZW- RTO. j I 9-7-r2 REVISION S: DECK A60VE I I 6EDROOM 43 i I I 9-n-Iz cD 90 ti I 13-gX14� O w A I xx6 9NDg / 14' OL ,`i1 I'll I j a $ U g' OP b• POURED .� r. b"Of 6' POUReP k { 99=20-12 a g� � , o � �' . 40" OF B' POURED 9.26-12 u n 121149CYWTU4IE L .- 20'x�a"lAN FTEO II- II 1 dSINy \�-� 4 ar 16"PO1WiED I -i0' O'Ico � a� 14"]fe"CONG FT6.- J it i1 L J L_-----x4'xg"cONc.PrO. D-31-1acv 7 -----------J------I I - - - - - - _ _ _ • FELLA o YeR ALLWHOWb . UNGl DO — _ — _ _ — _ — _ _ _ — - � • BLDR, TO VEAF1' ALL 4011. DOOR 6 LA. NOR. NTS. '991V d919 I_ 19� " ALL MRM %I E 07 6F Q WUNLE35 NOTED OTIERW15EE ' ALL PLOORS TO eE L1460 T 9" 7M110• _____._- __�._-....-..--._� __—__.�_ -_.- 3'-8' _ 'LPI WTO VERIFY PF4A11416 BELDW SHANIFE IiIE T TOPS PROVE OR AWN BY' AMmi? 5O1L ORS. 6APA64Y 2A00 LES. LO - FOUNDATION PLAN �2R•3471. SCALE' 1(4• • I'-71.136 W. FT. PUT. FIN, SLEET NO. 4 -Tome VENEER VALLEY JACK ROOF TRU55B5 P 24. O.L. ITYP.) 3A 1/2' DR. ALL. LAM END OF B' POURED M6" CONC. PTC. WATERPROOPIN6 POIIREO BG" OF C' PO 2O•xB1 LOAIL. rT6. FTG. OFT 91AANCHOR ER 5TRAP5 2X4 PURRING RLI I IAEUL ROOF 239' MOLES R/ 5vA15 MS T��O,G (BY lY 4�VENT ggODP 11-U7TI ]Ofi90PP1T 5 fOOF R44 IN3JL ALL GA 1LIS'ERS. CORNERS ANO RIMS TO Bl- COVERED ECOVERED W/ BUILPINO PAPER, PRIOR TO 610" PROVIDE SOUP BLOCK IND AT ALL SUPPORT BEAMS TO POINT LOADS .11�L WIR DRAIN TILE AS REO. ON CRUSH D WASEE06RAYEL CRO55 5EGTION "All CR 21 AM O ROCK, ARD COVERED WITH 0. ' MINIMUM ELALE<I/4"+P-C' CHESTNUT 111 OF SAME MATERIAL. 411 CONC. FLOOR W/ FIBERMESH I/4" TYPE -Ix- GYP. ED. ON ALL WALLS COM4ON TO LIVING AREA ].'A TYPE "M 00. ON CEILING WA B' R 6"PORED 66 OF S POURED EO11NN" CPK PTO. 0 GOVT. RIMS VENT VAPP BARRIER Y. NA -LEY J'GK ROOF 7RL155155 S 24' Of- (TTF.I COMT, RDSE VEMT VENT 1 � I IT S ] RODE R-44 INSUL ALL CANTLeVER`% CORNERS AID RIMS TO Be COVERED Y/ SUILOIN6 PAPER, PRIOR TO 51PIM0 PROVIDE SOLID SLOCKIN6 AT ALL SUPPORT TeAAA5 TO POINT LOADS BODC 435" EAIINBLES 19'AT TR00 TRUSSES P 24' O.L. DRY MFG) STAIRWAY G71E9: STAIRWAY HEADROOM TOBE 14-0' MIN. HANDRAIL IEIONT TO Be CONT. 34 TO 35" Y.D01'E NOSINB- OPNGIS TO BB L65 THAN 4" 3.2X12 STRINGERS ICI TF.E- 9HGTH A SOFFIT' ----'- MIN. R-31) ANI ULAT01 4$x6 PL.ATB5 4-D 1/2' CONT.' _____ exTERIOR WALL FL, YL. ST TED P 11TI B. 1,�2RA3:TSO.L. 51PIND (SEE ELEV) _____ 9R OPT. AIICHPR STRAPS W! 5" SCALER T 16 O. SISATkM10 TkM107a6 OTUPS B I O.G. 2�p TRGTEO ON 1/Y' 12• AB.6 K O.L. R-19 INSULATION VAPWT BARRIER IJ4' BIEETROCK OPT. AWI'.)R 5TR!'PS TRIP. 6X6 M000— W! SILL CZALCR POST ON SOAIATUBE R -II IM5lL PER FOUNDATION PLA - 11 II II l I1 ii PEA114"GTP4VAPORIARD W� IN6 R-10 IN9UL. 4 pF 6' PONE➢ 44' OF 8' POURED I WJJ9YLQ�IL.EPLRO7.R YO'SeB' GOND. FTG. COMT, RDSE VEMT VENT 1 � I IT S ] RODE R-44 INSUL ALL CANTLeVER`% CORNERS AID RIMS TO Be COVERED Y/ SUILOIN6 PAPER, PRIOR TO 51PIM0 PROVIDE SOLID SLOCKIN6 AT ALL SUPPORT TeAAA5 TO POINT LOADS BODC 435" EAIINBLES 19'AT TR00 TRUSSES P 24' O.L. DRY MFG) STAIRWAY G71E9: STAIRWAY HEADROOM TOBE 14-0' MIN. HANDRAIL IEIONT TO Be CONT. 34 TO 35" Y.D01'E NOSINB- OPNGIS TO BB L65 THAN 4" 3.2X12 STRINGERS ICI TF.E- PRAIA TILE AS FW -O. ON "' MIN. Of WA5HW ORI"EL CR CRUMP RUCK. AND COVERED WITH 6' MINIMUM OP SAME MATERIAL. CRO55 SEDT ION "811 WALE, 1161' a II -01 GNESTNUT III EPTFRIOR FINISH PER PLAN ----'- 5LOPWN II 11 4$x6 PL.ATB5 I/4" OTP BOARD _____ CEILING 11 II 11 ST TED P 11TI B. 1,�2RA3:TSO.L. _____ BEYOND11 II II II II 11 OPT. AIICHPR STRAPS W! 5" SCALER EXTERIOR F1NISO PER PLAITRD 51EA7HIMG PERPLAN 2X6 5TUP5 0 16. OC 4x11 FNSUL R-19NSULATION3/4.6LUEIN5UL. II II II II II II R -II IM5lL - 11 II II l I1 ii PEA114"GTP4VAPORIARD II II IE6'TR ms1132,B I WJJ9YLQ�IL.EPLRO7.R 11 �.AN 11 i 1 W/ SLL 9B PRAIA TILE AS FW -O. ON "' MIN. Of WA5HW ORI"EL CR CRUMP RUCK. AND COVERED WITH 6' MINIMUM OP SAME MATERIAL. CRO55 SEDT ION "811 WALE, 1161' a II -01 GNESTNUT III EPTFRIOR FINISH PER PLAN SHEATMING PER RAN Yx6 STUDS Y III OL 4 MIL POLY VAFJR R'I9'NAA-'I ION I/4" OTP BOARD POLYP I I/2' STYRO MI5UL0.T ION EO S NAILED EO 6 NAILED 5/4' OECKNJG 11/4" )BTB PER RAN �K RIM lSOLT (VERIFY) LPI121 1/2' GYP BOARD 6YP BOARDMIL POLYP EO S NAILED RIM DETAIL @ PECK APoIT 44VA�POR EXTERIOR F1NISO PER PLAITRD 51EA7HIMG PERPLAN 2X6 5TUP5 0 16. OC R-19NSULATION3/4.6LUEIN5UL. RRALPL PEA114"GTP4VAPORIARD RIM DETAIL LPI PER PLAN 4-Y%6 P 2X6 TR W/ 19'1 I/Y" GTP BOARD O 1U 4 MIL POLY VAPOR ] 114' 2X4 KTUP5 ft -II wSULATION 4 YL POLY VAPOR POURS 6YP BOARD POUNO RIM DETAIL ICE 5HIEL0 OR EQUAL TO 24' IN51VE WALL ' •ENT BAFFLES AT 24' OL. A— FASCIA ALUM. SDI w1 V om TRIAL °P' TRlM EXTERIOR WALL H5VIIN615EE ELEV) 7(L61,OW.SIR SHEATHXJ6 2M 97105 6 I OL. FPIB RBARRIER q VAPOR BARRIER Y 1/2' SIEETROQC AA. / 32 O.L. TRIP, 6x6 1X0001 GNOR STRAPS POST ON WHAT= ALER PER FOUNDATION PLAN R-10 ISUL. 4 OF 6' POURET+ 40 OF 511 POLREP _01x0" :OND PTO. OC PER NOTE5� alAxY Wn i • . • ITJnv,• A•TX S IilO•PG 111111 M' Mm R •...Pp6P WTI Ap IIP4• `� tJPYaI z M1 w[NIAAb f6 M6llN6 TXW �' 1 Y.L Wu4mu AeoNlleo w We+NPea An STAR MWK TWV ]d /APIC MLRT. Ix eAAKe w:rtcTae • nnn 10 15 oAP[Ex RR Mw1KRNmIITNPE nWe+.Ao'ONoI•IRNMIM4IHYoMAIaefw1XTyxKNw956A A A+�•N T6 r�E aPP4aMa v a++L 1LNB• �� PALL lRIP5s1 pNpL V•ow a rvna m o11lMl1GM1T LVIP6UMt66 rlmRx • PMAnMfGanaeNs A +u. esi.n, uomu� a e•ae+ 4�'AA flu 9�YNVi Mn�yeoo ues PER PLM SEAL ALL UmNR ETVLEN SIAB AND FIXING. VRL 4' PERILWATEO mm ULE V+F'LTEDt FADIM 8x16' INDEX TRENCH O' -t V47 0 J �m I ,3• RV. ADS TR PVC OR EWUr'4.FNT QL_' II GASTIGHT PPE WLO 60 r 11 INSTALLATmI F A TAX N z �j qaq I I a N K 24• MAPCTEW CMCEIED IN iffi II THE AIDS OF TIE 'ENT STACK �' N �L i j • ABL VERTICAL BESTNEE D[r Z 1yT INSTALL LIVE ONRET IN ATTIC WTOE21,1, M. FAN IMV BE INSTALLED dFIom a' Z�?n L4 ca w T.I.I.....'RAIGNINEILIC-Cli SYSTEM) QI THE VENT PIPE AT EACH BEER AND IN ACCESSELE ATTICS IAFLUAM ALL PIPE JDDITS AND FIT7Nm 30 TO, BE ILM IR TRWISITIDI CRBLINGS SEA'- ALL PLM CREN015S R PLAN II V II III IXETR-L LANE. BOILING W:BI DEDUCTION m 6 [I SYSTFID TN THE VENT PIPE AT EACH FIIDt 1 AND TH AWHILE A170'AFIMUM I ALL CURRUL .mm MATDIN .ANTS, mCTNSTMm .PINTS AIM ANT UM F, c a JDN S IN CONCRETE SLABS SHALL BE J II SEALED WITH CALU ER SEALANT !l J s ,, SEALED SUMP BASIST • Y r 2• �_ I� MIM 6 NIL R- 7 IDL CRDSS VMMED I AN ffiALL E J L '_' J LAPPED !2• AND PLACED 4' MW W TIE SLAB LA a TIP 6 4' MIK SAO GAS PEBI[A1LL LAYER �)fi PA551VER N EETAIL 5CN2, 1/41 • I'-0" 008 V d �F a N .a4,3'•TJr' v ICE & WATER SHIELD ALL VALLBTS ICH 6 WATER SHIELP Y4" UP ALL WALLS WH5R5 ROOF RUNS ALONG WALL ' ALL ^-�RBWS OR NAILS eEIN6 yJ DRILLED THROUGH STUCCO 'eR i1 SIDING MUST RE PRF-ORILLEO AMID SHALSD v/ SILICONE TO PREVENT WATER LEAKAGE ' A1.L5u5CJNTRACTPRs MUST SEAL ALL PBNETRATION5 TO BxTSRIOR OF 140 +5E WHEN ANY HOLES ARE CUT OR PSNHTRATIpN6 ARE COMPLETER • PLASH ALL MAIPOWS AAO POOR5 -ICKOUT FLA5HMH5 TO BE INSTALLED eT R UOUS 4. COAITINUOUS VAPOR HARRIER AT ALL 0A641RPM IND TO III XTL' AND ON TOP OP ALL TOP F+LA7EZTHS YAPS ALL ".1POR BARRIERS. AAAAAAAI PENALL WARMS ANO ITEMS THAT STRATE VAPOR BARRIER. FOAM AROUND ALL WI'POWS ANO COORS. TO ATTIC ALL GANTL5VBR5. LORNHRS, 6 RIMS TO 9E O+ "IN .CIO 5L00. PAPHR R TTO EREP PRIO \J tiI FATE 9-7-12 COMM. NO. 21234-3 SHEET NO. 5 4 ML POLY VAPOR Ex7ERIOR PARISH PER PLAN 1/2' GYP BOARD 5/EATNING PER PLAN an STu05 P 16 OL R-19 IN5"T4M EO S NAILED INSIM.. RIM LPI PER PLAN 4-Y%6 P 2X6 TR W/ 19'1 I/Y" GTP BOARD O 1U 4 MIL POLY VAPOR ] 114' 2X4 KTUP5 ft -II wSULATION 4 YL POLY VAPOR POURS 6YP BOARD POUNO RIM DETAIL ICE 5HIEL0 OR EQUAL TO 24' IN51VE WALL ' •ENT BAFFLES AT 24' OL. A— FASCIA ALUM. SDI w1 V om TRIAL °P' TRlM EXTERIOR WALL H5VIIN615EE ELEV) 7(L61,OW.SIR SHEATHXJ6 2M 97105 6 I OL. FPIB RBARRIER q VAPOR BARRIER Y 1/2' SIEETROQC AA. / 32 O.L. TRIP, 6x6 1X0001 GNOR STRAPS POST ON WHAT= ALER PER FOUNDATION PLAN R-10 ISUL. 4 OF 6' POURET+ 40 OF 511 POLREP _01x0" :OND PTO. OC PER NOTE5� alAxY Wn i • . • ITJnv,• A•TX S IilO•PG 111111 M' Mm R •...Pp6P WTI Ap IIP4• `� tJPYaI z M1 w[NIAAb f6 M6llN6 TXW �' 1 Y.L Wu4mu AeoNlleo w We+NPea An STAR MWK TWV ]d /APIC MLRT. Ix eAAKe w:rtcTae • nnn 10 15 oAP[Ex RR Mw1KRNmIITNPE nWe+.Ao'ONoI•IRNMIM4IHYoMAIaefw1XTyxKNw956A A A+�•N T6 r�E aPP4aMa v a++L 1LNB• �� PALL lRIP5s1 pNpL V•ow a rvna m o11lMl1GM1T LVIP6UMt66 rlmRx • PMAnMfGanaeNs A +u. esi.n, uomu� a e•ae+ 4�'AA flu 9�YNVi Mn�yeoo ues PER PLM SEAL ALL UmNR ETVLEN SIAB AND FIXING. VRL 4' PERILWATEO mm ULE V+F'LTEDt FADIM 8x16' INDEX TRENCH O' -t V47 0 J �m I ,3• RV. ADS TR PVC OR EWUr'4.FNT QL_' II GASTIGHT PPE WLO 60 r 11 INSTALLATmI F A TAX N z �j qaq I I a N K 24• MAPCTEW CMCEIED IN iffi II THE AIDS OF TIE 'ENT STACK �' N �L i j • ABL VERTICAL BESTNEE D[r Z 1yT INSTALL LIVE ONRET IN ATTIC WTOE21,1, M. FAN IMV BE INSTALLED dFIom a' Z�?n L4 ca w T.I.I.....'RAIGNINEILIC-Cli SYSTEM) QI THE VENT PIPE AT EACH BEER AND IN ACCESSELE ATTICS IAFLUAM ALL PIPE JDDITS AND FIT7Nm 30 TO, BE ILM IR TRWISITIDI CRBLINGS SEA'- ALL PLM CREN015S R PLAN II V II III IXETR-L LANE. BOILING W:BI DEDUCTION m 6 [I SYSTFID TN THE VENT PIPE AT EACH FIIDt 1 AND TH AWHILE A170'AFIMUM I ALL CURRUL .mm MATDIN .ANTS, mCTNSTMm .PINTS AIM ANT UM F, c a JDN S IN CONCRETE SLABS SHALL BE J II SEALED WITH CALU ER SEALANT !l J s ,, SEALED SUMP BASIST • Y r 2• �_ I� MIM 6 NIL R- 7 IDL CRDSS VMMED I AN ffiALL E J L '_' J LAPPED !2• AND PLACED 4' MW W TIE SLAB LA a TIP 6 4' MIK SAO GAS PEBI[A1LL LAYER �)fi PA551VER N EETAIL 5CN2, 1/41 • I'-0" 008 V d �F a N .a4,3'•TJr' v ICE & WATER SHIELD ALL VALLBTS ICH 6 WATER SHIELP Y4" UP ALL WALLS WH5R5 ROOF RUNS ALONG WALL ' ALL ^-�RBWS OR NAILS eEIN6 yJ DRILLED THROUGH STUCCO 'eR i1 SIDING MUST RE PRF-ORILLEO AMID SHALSD v/ SILICONE TO PREVENT WATER LEAKAGE ' A1.L5u5CJNTRACTPRs MUST SEAL ALL PBNETRATION5 TO BxTSRIOR OF 140 +5E WHEN ANY HOLES ARE CUT OR PSNHTRATIpN6 ARE COMPLETER • PLASH ALL MAIPOWS AAO POOR5 -ICKOUT FLA5HMH5 TO BE INSTALLED eT R UOUS 4. COAITINUOUS VAPOR HARRIER AT ALL 0A641RPM IND TO III XTL' AND ON TOP OP ALL TOP F+LA7EZTHS YAPS ALL ".1POR BARRIERS. AAAAAAAI PENALL WARMS ANO ITEMS THAT STRATE VAPOR BARRIER. FOAM AROUND ALL WI'POWS ANO COORS. TO ATTIC ALL GANTL5VBR5. LORNHRS, 6 RIMS TO 9E O+ "IN .CIO 5L00. PAPHR R TTO EREP PRIO \J tiI FATE 9-7-12 COMM. NO. 21234-3 SHEET NO. 5 OC PER NOTE5� alAxY Wn i • . • ITJnv,• A•TX S IilO•PG 111111 M' Mm R •...Pp6P WTI Ap IIP4• `� tJPYaI z M1 w[NIAAb f6 M6llN6 TXW �' 1 Y.L Wu4mu AeoNlleo w We+NPea An STAR MWK TWV ]d /APIC MLRT. Ix eAAKe w:rtcTae • nnn 10 15 oAP[Ex RR Mw1KRNmIITNPE nWe+.Ao'ONoI•IRNMIM4IHYoMAIaefw1XTyxKNw956A A A+�•N T6 r�E aPP4aMa v a++L 1LNB• �� PALL lRIP5s1 pNpL V•ow a rvna m o11lMl1GM1T LVIP6UMt66 rlmRx • PMAnMfGanaeNs A +u. esi.n, uomu� a e•ae+ 4�'AA flu 9�YNVi Mn�yeoo ues PER PLM SEAL ALL UmNR ETVLEN SIAB AND FIXING. VRL 4' PERILWATEO mm ULE V+F'LTEDt FADIM 8x16' INDEX TRENCH O' -t V47 0 J �m I ,3• RV. ADS TR PVC OR EWUr'4.FNT QL_' II GASTIGHT PPE WLO 60 r 11 INSTALLATmI F A TAX N z �j qaq I I a N K 24• MAPCTEW CMCEIED IN iffi II THE AIDS OF TIE 'ENT STACK �' N �L i j • ABL VERTICAL BESTNEE D[r Z 1yT INSTALL LIVE ONRET IN ATTIC WTOE21,1, M. FAN IMV BE INSTALLED dFIom a' Z�?n L4 ca w T.I.I.....'RAIGNINEILIC-Cli SYSTEM) QI THE VENT PIPE AT EACH BEER AND IN ACCESSELE ATTICS IAFLUAM ALL PIPE JDDITS AND FIT7Nm 30 TO, BE ILM IR TRWISITIDI CRBLINGS SEA'- ALL PLM CREN015S R PLAN II V II III IXETR-L LANE. BOILING W:BI DEDUCTION m 6 [I SYSTFID TN THE VENT PIPE AT EACH FIIDt 1 AND TH AWHILE A170'AFIMUM I ALL CURRUL .mm MATDIN .ANTS, mCTNSTMm .PINTS AIM ANT UM F, c a JDN S IN CONCRETE SLABS SHALL BE J II SEALED WITH CALU ER SEALANT !l J s ,, SEALED SUMP BASIST • Y r 2• �_ I� MIM 6 NIL R- 7 IDL CRDSS VMMED I AN ffiALL E J L '_' J LAPPED !2• AND PLACED 4' MW W TIE SLAB LA a TIP 6 4' MIK SAO GAS PEBI[A1LL LAYER �)fi PA551VER N EETAIL 5CN2, 1/41 • I'-0" 008 V d �F a N .a4,3'•TJr' v ICE & WATER SHIELD ALL VALLBTS ICH 6 WATER SHIELP Y4" UP ALL WALLS WH5R5 ROOF RUNS ALONG WALL ' ALL ^-�RBWS OR NAILS eEIN6 yJ DRILLED THROUGH STUCCO 'eR i1 SIDING MUST RE PRF-ORILLEO AMID SHALSD v/ SILICONE TO PREVENT WATER LEAKAGE ' A1.L5u5CJNTRACTPRs MUST SEAL ALL PBNETRATION5 TO BxTSRIOR OF 140 +5E WHEN ANY HOLES ARE CUT OR PSNHTRATIpN6 ARE COMPLETER • PLASH ALL MAIPOWS AAO POOR5 -ICKOUT FLA5HMH5 TO BE INSTALLED eT R UOUS 4. COAITINUOUS VAPOR HARRIER AT ALL 0A641RPM IND TO III XTL' AND ON TOP OP ALL TOP F+LA7EZTHS YAPS ALL ".1POR BARRIERS. AAAAAAAI PENALL WARMS ANO ITEMS THAT STRATE VAPOR BARRIER. FOAM AROUND ALL WI'POWS ANO COORS. TO ATTIC ALL GANTL5VBR5. LORNHRS, 6 RIMS TO 9E O+ "IN .CIO 5L00. PAPHR R TTO EREP PRIO \J tiI FATE 9-7-12 COMM. NO. 21234-3 SHEET NO. 5 COMM. NO. 21234-3 SHEET NO. 5 FOUNDATION KEY PLAN 56ALE- Ile" • ILd' FIRST FLOOR KEY PLAN SCALE. Ile . 11-0 RA: 41F, DE51ONEP ROOF TRV:: SE5 VENT ROOP 150,x. PeR 200 50FT 20% ROOF 50% SOFFIT KICKOUT FLASHING TO EE MISTALLW AS NCWW By ROOFINO CONTRACTOR EXTERIOR MALL FINISHER TO VERIFY THAT KICKOUT FLAMMIG F3 INSTALLED PRIOR TO FPJ1514INO FULL ICE 6 WATER SHIELD AT ROOF PRCNE5 4/12 MD BELOW TRU55 MANVF. TO CALL OFP PLANNMIO _ PE516N WITH ANY OUE57I01,15 DURING LAYOUT WILDER TO RENEW TRU550E515N 6 LAYOUT PRIOR TO OROERIN5 TRV55E6 ROOF PLAN 56ALE' Ile • I' -M 7rJj4 �� IA` 64 VQ'w� y'. V�a LL: 60-aV DRAWN BY: LO COMM. NO. THE WOODLANDS OF MAPLEWOOD 212945 „MEET NO. BIRCH & CHESTNUT III 6 0210" IdY Id'O' 17'-S" Id'Idl COP AIR SPA,CP ei 4 I�-------------- _ _______________.. -- ---� 1 1 J - , I l_, 1 - � r-------------, I I L-------------- iI I I I I I t! I i I I I � II I I I I 1 I I I I ; i i t O I IL I L I ' I I r--------------- -- , I , I IILJJ--LSd 'I I I I I I I LL I; I II � ------------------ ' 1--------------------------- ;I 32�0� 334D" 64 FOUNDATION KEY PLAN 56ALE- Ile" • ILd' FIRST FLOOR KEY PLAN SCALE. Ile . 11-0 RA: 41F, DE51ONEP ROOF TRV:: SE5 VENT ROOP 150,x. PeR 200 50FT 20% ROOF 50% SOFFIT KICKOUT FLASHING TO EE MISTALLW AS NCWW By ROOFINO CONTRACTOR EXTERIOR MALL FINISHER TO VERIFY THAT KICKOUT FLAMMIG F3 INSTALLED PRIOR TO FPJ1514INO FULL ICE 6 WATER SHIELD AT ROOF PRCNE5 4/12 MD BELOW TRU55 MANVF. TO CALL OFP PLANNMIO _ PE516N WITH ANY OUE57I01,15 DURING LAYOUT WILDER TO RENEW TRU550E515N 6 LAYOUT PRIOR TO OROERIN5 TRV55E6 ROOF PLAN 56ALE' Ile • I' -M 7rJj4 �� IA` 64 VQ'w� y'. V�a LL: 60-aV DRAWN BY: LO COMM. NO. THE WOODLANDS OF MAPLEWOOD 212945 „MEET NO. BIRCH & CHESTNUT III 6 S44E 4" COAL. FLOOR W/ FIBERMESH 1724712 AAl WO OF 5S2' O.C. 257' SHINGLES LPI JOISTS PER PLAN I -LAYER 515" TYPE "A" 17"FELT T/16' GSH. SNEA7WN0 I - CATER 7111' TYPE IV RJOF TRUSSES f 24 0L. JOY MF6) ESI/2°. P -y' OPT. ANCHOR STRAPS wl 9LL SEALER 12 PER PLAN f" AIR OAP TI r ICE SHIELD OR em TO 24" INSIDE WALL yENTpr�RODF I''LOO' VENT M9AC6 4470E ROOPIY 5 Y; 2" CONC. FLOOR W/ POLY UNDER AT 20 O.C. R -M INSUL 'h(" ME7gpCK {NO TAPMJB R'DEOI ALUM. FASCfA VAPAR BARRIER 319 9HEETROCK ALCMI SOPF,T W/ VENTS OR CRUS1Cp ROCK, A W COVERED WITH 6" MINIMUM TRIM -f I = EA 01 WALL S EXTERIOR WALL 9101SNE9 {SEE 91.94) a, SSIIPM )SEE ELM 7Y O. H�SHEAo Nb ZX 6 5TU05 9 IM YIU�N.�.'911EATH R-19 INSULATION I6' O R-19 INSULATION VAPgV 9ARRER IX SH9E7"m VAPOR BARRIER 112" SH°eTROLK INSUL. RIM )TTP) TYPICAL TO AHO"E VAPOEeraR III r11 LK 7!a" SHo ,LPI JOST3 I PER PLAN AM PURRED WALL W; R -1I IN5UL {TVP) FOIMA9ATION WALL 9! WATER mto"a ! 96' OF 6" POUReD 20%al COMC. FTG. FIRST 540' of I FIRST 740^ t SL OF AIR SPACE ¢-OF AR SPACE ROJF TRUSSES 9 24" 14-AYER I' HIR I -LAYER 7/9 T 'X' See"'p {NO TAPING R'L 20 STUD 9 16" 12 FeR RAN AR W VERTICAL MCM9e' I Sox SAELE RODF 71 24O'C.wITN 7 8 TTPeN" 24 O.L.N VIMPET6 Tn 'HEETROCK ON 90tH SIDES 5HEETROLIK ON BOTH (NO TAPING R'OEDI {NO TAPING NIUE ROLe 7RUSSE5 9 24'OL, )9Y MPG) 11 ROOF TRUSSES 124' O.C. {BY TYPE 'hX" AIR 6AP LA YIA ""R"ppTLCYPE 0 TAP,. R .1 K4 STUO 9 16' 0/. 4" COAL. FLOOR W/ FIBERMESH 1724712 AAl WO OF 5S2' O.C. D LPI JOISTS PER PLAN I -LAYER 515" TYPE "A" I - CATER 7111' TYPE IV SHEETRDCK ESI/2°. P -y' OPT. ANCHOR STRAPS wl 9LL SEALER f" AIR OAP TI r 4' OF 12' Pp11p AN OCP 3' CONC. FLOOR W/ MY UNDER -LAYER 9!11" TYPE 5 Y; 2" CONC. FLOOR W/ POLY UNDER W POLY UNDER ORADE I- I 'h(" ME7gpCK {NO TAPMJB R'DEOI `^�-- - - ^^ ON 2'N MIN, OF WASI GRAVEL O l_ III -I OR CRUS1Cp ROCK, A W COVERED WITH 6" MINIMUM ON 2,, TILE A5 REO. ON 2^ MIN. OF WASHED OAAVEL -f I = OF SAME MATERIAL. OR CRUROCK. AW COVERED WITH °" MRLMUAI OF SAME MATERIAL. R-10 L. 1' OF 6' POURED 44'OP 20'"6' CONC..FUTO. TO.rEF'�TYP. SIDE WALL DETAIL A TYP, REAR WALL DETAIL FIRST 540' of I FIRST 740^ t SL OF AIR SPACE ¢-OF AR SPACE ROJF TRUSSES 9 24" 14-AYER I' HIR I -LAYER 7/9 T 'X' See"'p {NO TAPING R'L 20 STUD 9 16" 12 FeR RAN AR W VERTICAL MCM9e' I Sox SAELE RODF 71 24O'C.wITN 7 8 TTPeN" 24 O.L.N VIMPET6 Tn 'HEETROCK ON 90tH SIDES 5HEETROLIK ON BOTH (NO TAPING R'OEDI {NO TAPING NIUE ROLe 7RUSSE5 9 24'OL, )9Y MPG) 11 ROOF TRUSSES 124' O.C. {BY TYPE 'hX" AIR 6AP LA YIA ""R"ppTLCYPE 0 TAP,. R .1 K4 STUO 9 16' 0/. OASL9 ROJF TRUES VERTICAL 9EMBEF;S L.WITH 9/11' ROCK O9 90TH SIDES 0 TAPN16 R'OE.0) TRUSSES 9 24' O.L. IBV MPO) AIR GAP -AYER 5/5' 7TPE 115 D TAPING R'OEP) W 3TU0 9 16' 0/- 4" CONC, FLOOR W! FI°ERMEEH 49' OF 12" POURED 20"Xa^ CONC. FTC, 2x4 STUD 916" 0.:. 4" COAL. FLOOR W/ FIBERMESH D LPI JOISTS PER PLAN I -LAYER 515" TYPE "A" I - CATER 7111' TYPE IV SHEETRDCK ESI/2°. P -y' 54EEIRM f" AIR OAP TI r 4' OF 12' Pp11p AN OCP -LAYER 9!11" TYPE W POLY UNDER 'h(" ME7gpCK {NO TAPMJB R'DEOI "L'AYER 7!9" I7PE "x' A INS RppLCK {NO TPP MMS R'OCD1 2x4 STUD 9 16' o1. OASL9 ROJF TRUES VERTICAL 9EMBEF;S L.WITH 9/11' ROCK O9 90TH SIDES 0 TAPN16 R'OE.0) TRUSSES 9 24' O.L. IBV MPO) AIR GAP -AYER 5/5' 7TPE 115 D TAPING R'OEP) W 3TU0 9 16' 0/- 4" CONC, FLOOR W! FI°ERMEEH 49' OF 12" POURED 20"Xa^ CONC. FTC, 2x4 STUD 916" 0.:. NOTE' D GARAGE PARTY WALL DETAIL SHEETROCK NOT TO com IN CONTACT -] ESI/2°. P -y' WIT" LOMIRETC r 4' OF 12' Pp11p 3 111" LONL. FLOOR 20 11 CONL. FTG. W POLY UNDER ODRAIN TLE AS REQ ON Z' MIN. OF WASHED GRAVEL OR CRVCVED ROCK. AND COVORED WITH 6' MINIMUM OF SAAE MATERIAL r -6 -'PARTY WALL DETAIL 7-, )5CALII Ih°, IVO• 9.7^12 REVISIONS: 9-11-17 C22 9.13-12 LD 9-20-12 9.26.12 10-31-I2 CD comm. NO. 212347 SHEET NO. 7 Agenda Number 62 CITY OF HUGO COMMUNITY DE%TLOP111ENT DEPARTMF;NT PLANNING AND ZONING APPLICATION STAFF REPORT TO: Bryan Bear, City Administrator FROM: Rachel Juba, Planner SUBJECT: D.R. Horton. Clearwater Cove 2"d Addition Final Plat and Development Agreement DATE: May 11, 2016, for the City Council Meeting of May 16, 2016 REVIEW DEADLINE: May 24, 2016 1. PROPOSED MOTION: Move to approve the resolution approving the Final Plat and Development Agreement for Clearwater Cove. Approval of the Final Plat requires a 315 vote of the City Council. 2. DESCRIPTION OF REQUEST: The applicant is requesting approval of a final plat in order to plat 27 residential lots on the 7 acre parcel located south of Frenchman Road (CSAH 8) and east of Everton Avenue North. The site is currently a vacant outlot. 3. BACKGROUND: The City Council reviewed will review the PUD General Plan and preliminary plat for Clearwater Cove at its August 3, 2015 meeting. The final plat will plat 27 lots from the Clearwater Cove preliminary plat. There are no changes to the lots from the preliminary plat. The lots meet the minimum lot standards and requirements outlined in the regulations for the Clearwater Cove PUD. The park dedication requirement will be met by cash in lieu of land in the amount of $64,800. Clearwater Cove 211d Addition Final Plat Page 2 4. RECOMMENDATION: Staff recommends approval the resolution approving the Final Plat and Development for Clearwater Cove 2nd Addition. ATTACHMENTS: a) b) C) d) e) f) g) h) i) J) k) Resolution Approving the Final Plat and Development Agreement Location Map Engineer's Memo dated May 11, 2016 Draft Development Agreement Final Plat Graphics stamp dated March 25, 2016 Final Plat Construction Plans stamp dated March 25, 2016 Final Landscape Plans dated July 6, 2015, Revised September 21, 2016 Lighting Plan dated July 7, 2015 Oneka Parkway and Frenchman Road Intersection Detail dated June 18, 2015 Water Re -Use Map dated June 18, 2015 Floodplain Mitigation Plan dated June 18, 2015, revised November 16, 2015 RESOLUTION 2016 - APPROVING A FINAL PLAT AND DEVLEOPMENT AGREEMENT FOR D.R. HORTON, INC. — MINNESOTA FOR CLEARWATER COVE 2nd ADDITION WHEREAS, D.R. Horton, Inc. — Minnesota, has requested approval of a final plat for the property legally described as follows: Outlot G, Clearwater Cove 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 August 3, 2015. 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 D.R. Horton, Inc. Minnesota, for a final plat, subject to the following conditions: The final plat is approved to allow the creation of 27 single family lots, in accordance with the plans and application received by the City on March 25, 2016, 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 August 3, 2015. 3. Development standards shall comply with Resolution 2015-38 and 2015-39, as amended. 4. The developer shall comply with all conditions outlined in the City Engineer's memo dated July 16, 2015, August 12, 2015, and May 11, 2016, and revisions required in "redlined" comments from the City Engineer. 5. The developer shall design and install a stormwater re -use system for irrigation of the individual lots. 6. The developer shall establish a property owners association for the development to own/operate/maintain common elements, landscaping, and the water re -use system. 7. The 8 foot wide bituminous public trail connection from Victor Gardens as shown in the plans shall be installed, prior to the release of the letter of credit for the development. 8. The landscaping planned for the plat shall be installed in one phase. The developer shall take proper precautions to protect the trees as the homes are being built. Resolution 2016 - Clearwater Cove 2"d Addition Final Plat and Development .agreement 9. Each home shall include a minimum of 2 parking spaces within the driveway. The driveway widths shall be a maximum of 24 feet at the right of way line. 10. Building Setback for this addition on the PUD are as follows: Minimum Setbacks Front 25 feet Front (Lots 7-12, Blk 1 and Lots 1-6, Blk 2) 35 feet Side 7.5 feet Rear 30 feet 11. Prior to commencement of any grading: a) The developer shall obtain any necessary permits from FEMA for filling the floodplain. b) The developer shall obtain all necessary local, state, and federal pen -nits. c) The developer shall obtain all necessary stormwater management and wetland conservation act (WCA) permits from the City 12. Prior to recording the final plat: a) The final plat shall be revised to include the adjacent property lines in the underlying plat. b) 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. c) A permit shall be issued by Washington County for the connection to CSAH 8 for the construction of Oneka Parkway. d) The developer shall submit a street lighting plan for this phase and for along Oneka Parkway. The lights along Oneka Parkway shall match the existing lights along the parkway north of CSAH 8. The plan shall be reviewed and approved by the City e) The developer shall submit full construction details, including grading and utilities, for Oneka Parkway and the structure crossing Clearwater Creek for review and approval by City staff. f) The developer shall provide copies of the property owners association documents/covenants for City review. A copy of the document shall be filed for recording with the final plat. Resolution 2016 - Clearwater Cove 2nd Addition Final Plat and Development Agreement g) The developer shall enter into a development agreement, shall agree to complete all improvements, and pay all fees as required by the agreement. 13. Prior to the issuance of building permits: a) The developer shall file the final plat, development agreement, and associated documents with Washington County. Proof of recording shall be provided to the City. b) The developer shall submit three full sets of approved final plans to the City. c) Prior to issuance of a building permit for any lot within the existing FEMA 100 -year floodplain, a CLOMR or other required approval, shall be obtained from FEMA for that lot, removing it and/or building site from the floodplain. d) If a sales trailer is located in the property, a site plan and building elevations shall be submitted for City review and approval. 14. Prior to Certificate of Occupancy for the 1st building: a) The entire length of Oneka Parkway, from CSAH S to the southwest corner of Lot 1, Block 1, along with the structure crossing Clearwater Creek, shall be constructed within the dedicated right-of-way as an urban section roadway to City Standard, with sidewalk and trail, with the first layer of bituminous. ADOPTED by the City Council on May 16, 2016. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk Clearwater Cove 2nd Addition AN Final Plat Site -+E s rump S y x �1. - i � - _ • 1 - � e# •r 1 '. a 1 #' _Z Site J r. y d' 7' iB L Building a legacy—your legacy. May 11, 2016 Ms. Rachel Juba City Planner City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Final Plat Review Clearwater Cove 2nd Addition WSB Project No. 1904-752 Dear Ms. Juba: 701 Xenia Avenue South Suite 340 Minneapolis, MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 We have completed our review for the Clearwater Cove 2nd Addition Site Plan and Final Plat Review. The following information was received for review: ■ Final Plat, date not specified ■ Final Utility and Street Plan, dated 3/7/2016 ■ Final Grading Plan, dated 3/9/2016 ■ Storm Sewer Pipe Sizing Calculations, dated 12/31/2015 ■ Drainage Area Map, dated 6/18/2015 Based on the review of the site plan, we offer the following comments related to the application: Final Plat 1. The final plat is consistent with the approved preliminary plat documents for Clearwater Cove 2nd Addition, and the appropriate drainage/utility easements have been provided within the plat area. Development Aereement 1. There area number of development fees outlined within the City's Fee Schedule that will become due as part of the final plat. The development fees are included within Exhibit C of the Development Agreement. Grading Street and Utility Plans 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 significant impact on the final plat. Equal Opportunity Employer wsbeng.com S:SUserstt JubalRacheADEVELOPMENi PROJECTSIDearwater CowtCfeomaterCove 2nd Flnol P1otjVeamater Cove 2nd Eng Memo Final Plat Revlew.doc Ms. Rachel Juba April 21, 2016 Page 2 Thank you for the opportunity to provide comments on this project. If you have any questions, please do not hesitate to contact me at 763-287-7192. Sincerely, W58 & Associates, Inc. nedy, PE t ngineer cc: Scott Anderson, Public Works Director Steve Duff, Senior Engineering Technician Katy Thompson, Water Resource Engineer (email only) Lydia Larson, Engineer (email only) S.4UsemlR lubajRacheADE'VELOPMENTPROJECTSICWrwater CDve4dearwater Cave 2nd Final Ptat4Clewwater Cove 2nd Eng Memo Final Plat Review.doa Return To: City of Hugo 14669 Fitzgerald Ave N Hugo, MN 55038 CITY OF HUGO WASHINGTON COUNTY, MINNESOTA DEVELOPMENT AGREEMENT CIearwater Cove 2" Addition THIS AGREEMENT, made and entered into this day of 2416 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 D.R. Horton, Inc. — Minnesota (hereinafter referred to as "Developer"). WITNESS: Re-, 05/12/16 WHEREAS, the City Council of the City has, by Resolution Number 2015-39 on August 3, 2015, approved the preliminary plat for a major subdivision as proposed by the Developer to be known as "Clearwater Cove" ; and, WHEREAS, the City Council of the City has, by Resolution Number 2015-38 on August 3, 2015, approved the PUD general plan for a major subdivision as proposed by the Developer to be known as "Clearwater Cove" ; and, WHEREAS, the City Council of the City has, by Resolution Number 2016- 1on May 16, 2016, approved the final plat for a major subdivision as proposed by the Developer to be known as "Clearwater Cove 2nd Addition" (hereinafter referred to as the "Plat"); and, WHEREAS, the Plat proposed a development of an approximately 7 acre parcel of land into 27 residential lots; and, WHEREAS, it is the policy of the City to enter into development contracts as contemplated in Minnesota Statutes §462.358, Subd. 2(a); and, WHEREAS, 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. Clearwater Cave 2nd Addition 2 2. Development Plans. In accordance with the policies and ordinances of the City, and subject to all City resolutions and approvals in connection herewith, the Developer shall construct the proposed improvements (hereinafter referred to as the "Improvements"). All Improvements shall be constructed and installed pursuant to the terms and conditions herein set forth in accordance with the plans approved and listed on Exhibit A, subject to all City resolutions and approvals listed in Exhibit B, subject to final approval by the City, and in accordance with City standards and requirements including those listed herein. In addition, all public street, utility, and storm drainage improvements shall comply with the City's adopted specification book and the reasonable direction of City staff. 3. Authorization to Proceed with Construction. Developer agrees not to commence any grading, utility or street work within the Plat until the following are completed: 1) Construction plans are approved by the City and distributed. 2) Pre -construction conference is held. 3) Notice to Proceed is issued. 4. Construction Observation. The City, for its benefit, will provide staff of its choosing to provide construction observation for the Improvements outlined in this Agreement. All costs associated with construction observation and inspection will be the responsibility of the Developer. The Developer shall allow City staff and City consultants access to the Plat to allow for this work to occur. 5. Miscellaneous Requirements. a) Property Corners. All property comers as identified on the Plat must be monumented with iron surveyor's pipes by the Developer prior to final project acceptance, as defined in paragraph 7 of this Agreement. b) Drainage Easements: Drainage easements shall be dedicated on the Plat so as to cover any wetlands and stormwater ponding areas located below the 100 -year high water levels. c) Soils Testing: Soils inspection and compaction testing by a registered professional engineer shall be accomplished on all lots where filling is required, in accordance with the approved Grading, Drainage, and Erosion Control Plan. A minimum of one (1) compaction test for all developed lots shall be obtained for every two (2) foot increment of fill that is placed. A summary of all inspections and compaction tests for all developed lots shall be provided to the City upon completion of the grading and shall be provided for a respective lot prior to the issuance of a building permit for such lot. d) Private Utilities: All private utilities that are installed, including electricity, telephone, natural gas and cable television, shall be installed underground. e) Mailboxes: Developer shall coordinate mailbox locations with the Clearwater Core 2-1 Addition 3 United States Postal Service. f) Street Lights: Street lights shall be installed within the Plat according to the Street Lighting Plan, which will first be approved by the City Engineer. Developer shall also submit its Street Lighting PIan to the applicable power company for its review, comment and approval. The installation of the street lights shall be coordinated with the applicable power company so that the street light system is installed, constructed and operated in such a manner as will harmoniously exist with other street lights within the area. g) Working Hours: Construction activity, including equipment startup and fueling, can only occur between the hours of 7:00 a.m. and 7:00 p.m. Monday through Friday; 8:00 a.m. and 5:00 p.m. on Saturdays; at no time on Sundays or holidays. h) Street Sweeping: Developer shall sweep and/or otherwise clean all streets, as needed, within and adjacent to the Development property as a result of construction activities associated with the Plat until final acceptance of the Improvements. If the streets are not maintained in a manner acceptable to the City, after reasonable notice to the Developer the City will arrange for the street sweeping at Developer's cost. i) Placement of Bituminous Wear Course: The bituminous wear course can be placed on all streets once all of the following have occurred: 1. A Certificate of Occupancy has been issued for at least 75% of the lots or a cash escrow in the amount of $10,000 has been deposit with the City which will be held until 75% of the lots have received Certificates of Occupancy. At the City's discretion, the wear course may be placed prior to having 75% occupancy. If applicable, the warranty period shall be extended an additional one (1) year for a total of two (2) years from final acceptance. In no case shall the wear course be placed with less than 50% occupancy. 2. The base course on all streets has been in place for at least one full freeze -thaw cycle. 3. City staff or its assignees have visually inspected all roadways and curb within the Development, and any repairs necessary as a result of said inspection are complete and written approval issued. 6. Proiect Completion: The Improvements listed herein on Exhibit A, including street, sanitary sewer, storm sewer, and municipal water, shall be completed subject to the approval of the City in accordance with the approved plans. All Improvements shall be substantially 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 Clearwater Core 2.d Lddition 4 shall be excused from the strict completion date set forth herein if written notice is received from the Developer of the existence of causes over which the Developer has no control which will delay the completion of the work and approved in writing by the City. In that event, the City may extend the date or dates herein specified. 7. Project Acceptance: Final project acceptance will be considered by the City Council once the following have been completed: (a) All Improvements are installed according to the approved plans. (b) All punchlist items are completed. (c) All Record Drawing information has been provided to the City to its satisfaction. (d) Escrow account for City costs and fees is current in accordance with the provisions of this Agreement. (e) The City receives confirmation via lien waivers that contractors or other parties have been paid for the work completed. (f) The City receives a written request from the Developer to accept the Improvements. 8. Record Drawing Requirements and Ensineer's Certification. Following completion of all development activities and prior to the release of security and acceptance of Improvements, the Developer and/or their assignee shall provide to the City "as -built" plans for the Improvements listed on Exhibit A. This information shall be provided to the City in the following formats: (a) l -set mylar drawings (22" x 34") for all Improvements. (b) 1 -set paper drawings (22" x 34") for all Improvements. (c) Individual Adobe.pdf (or approved equivalent) for all plan sheets and the final plat. All Record Drawings shall include the following information: (a) All bench marks shown on plans (bench marks shall be top nut of hydrants). (b) Swing ties to all gate valves shown on plans (ties should be to manholes, catch basins, hydrants or other permanent objects. (c) Swing ties to curb stops shown on plans (ties should be to manholes, catch basins, hydrants, property corners or other permanent objects). (d) Top of casting and invert elevation for all structures. (e) All pipe sizes, material type, pipe classification, grades and lengths (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. Clearwater Cove 2--' Addition 5 (i) A text file including the x, y and z coordinates (based on Washington County's coordinate system) for the following: 1. All curb stops 2. All hydrants 3. All gate valves 4. All manholes located outside of the roadway 9. Construction Warranty and Financing of Improvements. The Developer agrees to construct the Improvements described herein at its own expense and in accordance with City specifications. The Developer shall engage at its own expense a registered, professional civil engineer to prepare plans and specifications for the Improvements and shall submit the same to the City for review and approval. The Developer represents and warrants that all of the Improvements made as a part of this development shall be guaranteed to be properly functioning as designed for a period of not less than one (1) year following acceptance of the entire project by the City. In the case of any material or labor that is supplied and that is reasonably rejected by the City as defective or unsuitable, then the rejected materials shall be removed and replaced with approved material, and the rejected labor shall be done anew to the reasonable satisfaction and approval of the City at the sole cost and expense of the Developer. In any event, none of the warranty periods expressed herein shall begin to run until all of the Improvements within the Plat have been approved and accepted by the City. The Developer's engineer shall certify that grading within the Plat was completed in accordance with the approved Grading, Drainage and Erosion Control Plan before the City issues any building permits. The Developer shall remain ultimately responsible for accurate grading of all lots and shall correct any deficiencies in grading that may be discovered until the certificate of occupancy is issued or the developer is released from its obligation under this Agreement as outlined in paragraph 7 above. 10. Suns. The Developer shall prepare a plan for all regulatory, directional and street name signs to be within the Plat. The plan shall be reviewed and approved by the City's public works department. Upon plan approval, the City's public works department shall install all public signage within the Plat. The installation of all private signage shall be the responsibility of the Developer. All costs related to the installation of public signage shall be the responsibility of the Developer and will be deducted from the Developer's escrow account. The Developer shall post funds as outlined in Exhibit C prior to the City's public works department beginning the installation. 11. Drainage Easements. a) Work within Easements: No improvements, landscaping, or grading, other than Improvements shown on the approved plans, shall be permitted in dedicated drainage easements without the prior written permission of the City and any regulatory agency having Cleaxuater Cove 21d Addition jurisdiction. b) Maintenance Responsibilities: The Developer and its successors in interest, including all individual homeowners, shall be responsible for routine maintenance of all storm water management ponds, wetlands, and drainage areas within easements dedicated to the City on their property. Routine maintenance shall include litter removal, mowing and maintenance of the property adjacent to pond or wetland areas. In the case of drainage swales, routine maintenance includes the removal of obstructions from the swale as necessary to maintain proper drainage in addition to the aforementioned items. The City shall be responsible for non -routine maintenance of storm water ponds within the easements, including pond dredging, maintenance of the storm water inlet(s) and outlet(s) pipes, and erosion control at outlet and inlet locations. Such maintenance shall be completed as deemed necessary by the City. 12. Wetland Signage: Permanent signage shall be placed along wetland edges as outlined in the City's General Specification and Standard Details Manual or approved equal by the City. 13. Lowest Floor Elevations. All minimum floor elevations shall comply with Section 90-171 of the Hugo Zoning Ordinance, the City's Comprehensive Stormwater Management Plan, or the approved Grading, Drainage, and Erosion Control Plan, whichever is more restrictive. Except as may be specifically allowed under Exhibit A, no building shall be constructed on any of the lots herein unless the lowest floor elevation is at least three (3) Meet above the 100 -year flood elevation or four (4) feet above the high groundwater elevation, whichever is greater, for the subject property. Additionally, the lowest floor elevation shall be specifically referenced and designated, for each lot, on a certificate of survey, which survey shall be provided to the City before any building permits are issued for any lots within the Plat. 14. Landscaping. All disturbed areas within the Plat shall be landscaped in accordance with the approved landscape plans, the City ordinances, and the City's General Specification and Standard Details Manual. All landscaping shall be complete, established and growing within sixty (60) days of issuance of a Certificate of Occupancy, except that, if the certificate of occupancy is issued between the dates of October 1 and May 1, then the landscaping required herein shall be complete, established and growing no later than July 1. All front yards, side yards and back yards shall be fully sodded. All landscaped areas shall be tilled or otherwise worked mechanically in order to loosen compacted soils and shall contain at least four (4) inches of black dirt containing no more than 35% sand. Unless specific arrangements are made and agreed to by the City, all landscaping installed within the Plat shall be maintained by the Developer and its successors. All areas, other than proposed street areas, disturbed by grading activities on the site shall be seeded. Seeding shall be immediate upon completion of grading activities or as directed by the City Engineer. Seeding shall be completed as follows: a) All areas shall be restored with a minimum of four (4) inches of adequate Clearwater Cove 2-�J Addition 7 topsoil prior to seeding. b) Upland areas shall be seeded in accordance with the grading, drainage, and landscape plans listed in Exhibit A. The rate of application shall be one hundred (100) pounds per acre. Areas seeded shall be mulched with Type 1 mulch at a rate of two (2) tons per acre. All mulch shall be disk anchored. c) Wetlands, wetland replacement areas and storm water ponding areas shall be seeded. with MN/DOT Seed Mixture 25B, or as required by the permitting regulatory agency. The minimum rate of application shall be thirty (30) pounds per acre, or as recommended by the supplier. d) All seeded areas shall be maintained for the term of this Agreement. Upland areas shall be mowed as necessary or as directed by the City Engineer. e) All disturbed areas within the development shall be maintained to limit vegetation growth to less than ten (10) inches except designated natural areas or designated open spaces as shown on the approved plans. 15. Safe Rooms. The Developer shall require all builders to offer a safe room as an option to any and all potential homebuyers. All safe rooms offered and built within the City must meet or exceed FEMA requirements and standards. B. ESCROWS, CHARGES AND UTILITY OVERSIZING: Developer shall pay the escrows, fees and charges listed on Exhibit C. C. SPECIAL PLANNING REQUIREMENTS: The Plat shall be built and maintained in accordance with the planning requirements listed on Exhibit A hereto, and any miscellaneous requirements listed on Exhibit B hereto. D. ADMINISTRATIVE REQUIREMENTS: 1. Miscellaneous Provisions. Developer specifically understands that this Plat approval is given subject to the following requirements: a) Expiration. The final plat documents for the Plat, which is the first 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. Clearwater Cove 21d Addition 8 b) Recording. The developer shall record this Agreement with Washington County simultaneous with the recording of the Plat, and shall forward confirmation of recording of the Plat and this Agreement to the City prior to the issuance of building permits. All applicable conditions of Plat approval must be met before any deeds are stamped for recording and prior to the recording of the Plat at the Washington County Recorder's Office. Plat approval shall be contingent upon compliance with the approved plans for the Improvements and upon compliance with this Agreement. c) Model Homes. In the event that site grading is approved by the City prior to Plat approval and/or execution of this Agreement, posting of security and filing of the Plat, the Developer shall be entitled to one (1) building permit per housing unit type on lots that abut existing streets or roadways, subject to final approval by the City. No model homes may be constructed or utilized until at least one (1) lift of bituminous has been installed from said model home lot providing access to a public street or roadway outside of the Plat. No certificate of occupancy shall be issued for any model or other home until all necessary public improvements and utilities have been installed and the utilities have been successfully tested. Prior to this, and at the time that a model home passes final inspection, a model home may only be used by Developer's staff or realtors for purposes of showing the models to potential buyers. No model home may be used until landscaping conforming to City ordinance and paragraph 14 of this Agreement has been installed except that, if the certificate of occupancy is issued between the dates of October 1 and May 1, then the landscaping required herein shall be complete, established and growing no later than July 1. d) Sales Trailers. The developer may be entitled to a maximum of one (1) temporary sales office (sales trailer) for this and all subsequent phases of the development for a period of time not to exceed nine (9) months. Upon receipt of an acceptable site plan, a sales trailer may be approved by the City Community Development Director prior to the first model home being available for showing. The trailer is subject to the issuance of a building permit, shall meet all applicable building codes, shall be fully skirted, shall be suitably landscaped, shall contain sufficient parking for the size of the office, and shall have safe and suitable access to a paved, public roadway. The trailer shall be removed, and the site shall be restored within seven (7) days following the date that a model home passes final inspection. e) Deviations. No material deviations from the approved Plat shall be allowed unless approved in writing by the City. Approval herein is also given subject to full compliance with the conditions of approval and findings adopted by the City Council in connection with the approval of the development. 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 Clearwater Cove 2"d Addition 9 type of all erosion control measures to be used on the lot, and spot elevations, tree preservation plan shall be submitted for each home site. g) Outhouses. The Developer shall provide on-site a sufficient number of portable outhouses to be available for the persons who will be working on-site until Improvements are accepted according to the plans in Exhibit A. h) Property Owners Association. When required as a condition of approval outlined in Exhibit B, the Developer agrees to form a property owners association, membership in which shall be mandatory for all of the lots within this development. The property owners association shall be responsible for maintenance and repair of all common elements as listed in the property owners association documents within this development and the same shall be maintained in good condition in accordance with all City ordinances and reasonable directions of the City. Developer agrees to provide a copy of the property owners association documents to the City prior to the recording of the final plat. In the event of failure or refusal of any property owners association to so maintain or repair the common elements then the City may, with seven days written notice and without regard to the requirements or formalities of Minn. Stat. §429 perform the work and assess each of the lots within the plat for the cost of the work. i) Intentionally deleted j) The property owners association documents shall advise owners of all lots of the requirements of this Agreement as follows: THE LAND WITHIN THIS PLAT, INCLUDING THE LAND CONVEYED HEREIN, IS BOUND BY RESTRICTIONS IN A DEVELOPMENT AGREEMENT. SAID DEVELOPMENT AGREEMENT IS ON FILE AT THE OFFICE OF THE WASHINGTON COUNTY RECORDER k) Developer acknowledges that a separate development agreement will be entered into at the time of final plat approval of subsequent phases in the development. That Development Agreement will address, among other things, necessary improvements to be made, financial guarantees to be provided, and the amount of the development fees to be paid by the Developer. 1) Developer shall remove all tree waste, junk, miscellaneous debris, junk vehicles, and any other personal property from the Plat which does not comply with the City Zoning Ordinance until final acceptance of the Improvements. E. DAMAGES AND DEFAULT: 1. Developer agrees to pay liquidated damages to the City if any lot has a real estate closing occur before all public improvements within the Plat are certified as being substantially completed by the City. Specifically, Developer agrees to immediately pay to the City Clearwater Cove 21" addition 10 liquidated damages in the amount of Ten Thousand Dollars ($10,000.00) for each lot closing which occurs in violation of this paragraph. The City shall be authorized to retain an appropriate percentage of the financial guarantee referred to in paragraph 4 as security for payment of any liquidated damages owed to the City. Model Homes are exempt from this section. 2. Developer agrees to pay liquidated damages to the City, in the amount of Five Thousand Dollars ($5,000.00), if the Developer encroaches upon any City road right-of-way or utility easement not permitted on the plans without first obtaining a written permit from the City expressly authorizing said encroachment. The City shall be authorized to retain an appropriate percentage of the financial guarantee referred to in paragraph 4 as security for payment of any liquidated damages owed to the City. 3. Events of Default. a) Events of Default Defined. The following shall be "Events of Default" under this Agreement and the term "Event of Default" shall mean, whenever it is used in this Agreement, any one or more of the following events: 1. Subject to unavoidable delays, failure by Developer to commence and complete construction of the Improvements pursuant to the terms, conditions and limitations of this Agreement. 2. Failure by Developer to substantially observe or perform any material covenant, condition, obligation or agreement on their part to be observed or performed under this Agreement. b) Remedies on Default. Whenever any Event of Default occurs, the City, subject to any rights of third parties agreed to by the City pursuant to this Agreement, or otherwise by written, executed instrument of the City, may take any one or more of the following: Clearwater Cove 2^) Addition 1. The City may suspend its performance under the Agreement until it receives assurances from Developer, deemed adequate by the City, that Developer will cure their default and continue their performance under the Agreement. Suspension of performance includes the right of the City to withhold permits including, but not limited to, building permits. 2. The City may initiate such action, including legal or administrative action, as is necessary for the City to secure performance of any provision of this Agreement or recover any amounts due under this Agreement from Developer, or immediately draw on the financial Letter of Credit, as set forth in this Agreement. 11 4. Enforcement by City; Damages. The Developer acknowledges the right of the City to enforce the terms of this Agreement against the Developer, by action for specific performance or damages, or both, or by any other legally authorized means. The Developer also acknowledges that its failure to perform any or all of their obligations under this Agreement may result in substantial damages to the City; that in the event of default by the Developer, the City may commence legal action to recover all damages, losses and expenses sustained by the City; and that such expenses may include, but are not limited to, the reasonable fees of legal counsel employed with respect to the enforcement of this Agreement. F. TMS AGREEMENT: 1. Release of Agreement. This Agreement shall run with the land and may be recorded against the title to the property. After the Developer has completed the work required of it under this Agreement, at the Developer's request the City will execute and deliver to the Developer a release. 2. Warranty of Title. Developer 'warrants and represents to the City that it is the fee owner of the land described herein, except for a portion of the property, and that it has authority to execute this Agreement, with consent from the other fee owner, and agree to the conditions hereof and to subject the land hereto. Developer also represents and warrants that the use for which this development is sought will not violate any restrictive covenants applying to the property. 3. Binding Effect. This Agreement shall be deemed to be a restrictive covenant and the terms and conditions hereof shall run with the land described herein and be binding on and inure to the benefit of the heirs, representatives and assigns of the parties hereto, and shall be binding upon all future owners of all or any part of the subdivision, and shall be deemed covenants running with the land. Reference herein to the Developers, if there be more than one, shall mean each and all of them. This Agreement shall be placed of record so as to give notice hereof to subsequent purchasers. The cost of said recording shall be borne by the Owner and charged against the escrow account. 4. Restrictions on Transfer/Indemnification. Developer agrees to defend and hold the City, and its officials, employees and agents, harmless against any and all claims, demands, lawsuits, judgments, damages, penalties, costs and expenses, including reasonable attorney's fees, arising out of actions or omissions by Developer, their employees and agents, in connection with the Project. No transfer or assignment shall be made without City approval and any assignment or transfer without such approval shall be void. Clear-ater Cove 2^a Addition 12 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. b. Developer will comply with and promptly perform all of its obligations under this Agreement. 7. Evidence of Title. Developer shall furnish the City with evidence of fee ownership of the property being platted by way of an attorneys title opinion or title insurance commitment dated not earlier than thirty (30) days prior to the execution of the Plat. IN WITNESS WHEREOF, the City and Developer have caused this Agreement to be duly executed on the day and year first above written. Clearwater Co -e 21" addition 13 By Tom Weidt, Mayor STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) City of Hugo Michele Lindau, Clerk On this day of , 2016, before me, a Notary Public, personally appeared Tom Weidt, Mayor, and Michele Lindau, Clerk, of the City of Hugo, a Minnesota municipality within the State of Minnesota, and that said instrument was signed on behalf of the City of Hugo by the authority of the City Council of the City of Hugo, and Tom Weidt and Michele Lindau acknowledge said instrument to be the free act and deed of said City of Hugo. Clean•ater Core 2n= kddition Notary Public 14 Dever D.R. Horton Inc. - Minnesota :3 James R. Slaikeu Its: Vice President STATE OF MINNESOTA } ) ss. COUNTY OF WASHINGTON) (Corporate Notary) On this day of , 2016, before me, a Notary Public, within and for said County and State, personally appeared James R. Slaikeu, to me personally known, who, by me duly sworn did say that he is the Vice President of D.R. Horton, Inc. - Minnesota, a Delaware corporation, on behalf of said corporation. DRAFTED BY: David K. Snyder Johnson & Turner 56 East Broadway Avenue #206 Forest Lake, MN 55025 Clearwater Cove 2-> Addition Notary Public 15 EXHIBIT A LIST OF DEVELOPMENT PLANS Sheet No. Plan Date Author 1-3 Final Plat Stamped March 15, 2016 Westwood Professional Recorded at Washington County Services, LLC 1 Construction Plans - Cover 7-6-15, revised 3-9-16 Westwood Professional Grading, Drainage, and Erosion Services, LLC Control Plan 2 Overall Development 7-6-15, revised 3-9-16 Westwood Professional Services, LLC 3 Bridge Approach Detail 7-6-15, revised 3-9-16 Westwood Professional Services, LLC 4-8 Grading, Drainage, and Erosion 7-6-15, revised 3-9-16 Westwood Professional Control Plan Services, LLC 9 Street Profiles 7-6-15, revised 3-9-16 Westwood Professional Services, LLC 10 Details 7-6-15, revised 3-9-16 Westwood Professional Services, LLC 1 Constriction Plans - Cover 12-28-15, revised 3-7-16 Westwood Professional Sanitary Sewer, Water Mains, Services, LLC Storm Sewer, and Streets 2 Overall 12-28-15, revised 3-7-16 Westwood Professional Services, LLC 3 Sanitary & Water Main 12-28-15, revised 3-7-16 Westwood Professional Construction Plan Services, LLC 4-5 Street and Storm Sewer 12-28-15, revised 3-7-16 Westwood Professional Construction Plan Services, LLC 6-7 Details 12-28-15, revised 3-7-16 Westwood Professional Services, LLC 1 Final Landscape Plan 7-6-15, revised 9-21-15 Westwood Professional Services, LLC 2 Final Landscape Detail 7-6-15, revised 9-21-15 Westwood Professional Services, LLC 3 Final Landscape Notes and 7-6-15, revised 9-21-15 Westwood Professional Details Services, LLC 11 Preliminary Floodplain 6-18-15, revised 11-16-15 Westwood Professional Mitigation Plan Services, LLC 2 Water Re -Use Map 6-18-15 Westwood Professional Services, LLC 1 Street Lighting Plan 6-18-15 Westwood Professional Services, LLC 3A Oneka-Frenchman Road N Road 6-18-25, revised 7-21-15 Westwood Professional Intersection Detail Services, LLC Clearwater Cove 2-' Addition 16 EXHIBIT B APPROVAL CONDITIONS 1. The final plat is approved to allow the creation of 27 single family lots, in accordance with the plans and application received by the City on March 25, 2016, 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 August 3, 2015. 3. Development standards shall comply with Resolution 2015-38 and 2015-39, as amended. 4. The developer shall comply with all conditions outlined in the City Engineer's memo dated July 16, 2015, August 12, 2015, and May [, 2016, and revisions required in "redlined" comments from the City Engineer. 5. The developer shall design and install a stormwater re -use system for irrigation of the individual lots. 6. The developer shall establish a property owners association for the development to own/operate/maintain common elements, landscaping, and the water re -use system. 7. The 8 foot wide bituminous public trail connection from Victor Gardens as shown in the plans shall be installed, prior to the release of the letter of credit for the development. 8. The landscaping planned for the plat shall be installed in one phase. The developer shall take proper precautions to protect the trees as the homes are being built. 9. Each home shall include a minimum of 2 parking spaces within the driveway. The driveway widths shall be a maximum of 24 feet at the right of way line. 10. Building Setback for this addition on the PUD are as follows: Minimum Setbacks Front 25 feet Front (Lots 7-12, Blk 1 and Lots 1-6, Blk 2 35 feet Side 7.5 feet Rear 30 feet 11. Prior to commencement of any grading: Clearwater Co—e 2n11 Addition 17 a) The developer shall obtain any necessary permits from FEMA for filling the floodplain. b) The developer shall obtain all necessary local, state, and federal permits. c) The developer shall obtain all necessary stormwater management and wetland conservation act (WCA) permits from the City 12. Prior to recording the final plat: a) The final plat shall be revised to include the adjacent property lines in the underlying plat. b) 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. c) A permit shall be issued by Washington County for the connection to CSAH 8 for the construction of Oneka Parkway. d) The developer shall submit a street lighting plan for this phase and for along Oneka Parkway. The lights along Oneka Parkway shall match the existing lights along the parkway north of CSAH 8. The plan shall be reviewed and approved by the City e) The developer shall submit full construction details, including grading and utilities, for Oneka Parkway and the structure crossing Clearwater Creek for review and approval by City staff. f) The developer shall provide copies of the property owners association documents/covenants for City review. A copy of the document shall be filed for recording with the final plat. g) The developer shall enter into a development agreement, shall agree to complete all improvements, and pay all fees as required by the agreement. 13. Prior to the issuance of building permits: a) The developer shall file the final plat, development agreement, and associated documents with Washington County. Proof of recording shall be provided to the City. b) The developer shall submit three full sets of approved final plans to the City. Clearwater Cove 2n' Addition 18 c) Prior to issuance of a building permit for any Iot within the existing FEMA 100 -year floodplain, a CLOMR or other required approval, shall be obtained from FEMA for that lot, removing it and/or building site from the floodplain. d) If a sales trailer is located in the property, a site plan and building elevations shall be submitted for City review and approval. 14. Prior to Certificate of Occupancy for the 1st building: a) The entire length of Oneka Parkway, from CSAH 8 to the southwest corner of Lot 1, Block 1, along with the structure crossing Clearwater Creek, shall be constructed within the dedicated right-of-way as an urban section roadway to City Standard, with sidewalk and trail, with the first layer of bituminous. Clearwater Cove 2— Addition 19 EXHIBIT C ESCROWS, FEES AND CHARGES a) Escrow for Cily Costs and Fees. Developer shall deposit sufficient escrow with the City as outlined in Section A. 1. The required beginning balance in the account is calculated at $14,203. This sum is calculated to be four percent (41/o) of the estimate of the required improvements to be installed to serve the development, plus $5,000 which is the minimum balance required in the account. b) Cash Escrow or Letter of Credit. Developer shall provide a financial guarantee to the City, in the form of a cash escrow or letter of credit, in the amount equal to one hundred twenty-five percent (125%) of the estimated amount of the required improvements to be installed to serve the development. This amount has been calculated by the City's Engineer to be $443,836. 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 10% of the original amount. The City shall have the right to retain the financial guarantee until the improvements have been completed to the satisfaction of the City and the warranty period has expired. c) Storm Water Trunk Fee. The Developer shall pay the City a Storm Water Trunk Fee in the amount of $21,390. This sum is calculated to be $0.07 per square foot for the 305,573 square feet of Net Developable Area within, the Plat. This fee shall be paid before the Final PIat is signed by the City. d) Storm Water Ponding Fee. The storm water ponding requirement has been met by the Developer within the plat. No storm water ponding fee will be applied. e) Snow Plowing. Developer agrees to pay a cash escrow to the City to cover the cost of snow plowing the roads within the plat, during the first snow season, before the roads are formally accepted by the City of $.50 per lineal foot. The Developer shall post a cash escrow with the City in the amount of $375 ($0.50 x 750 = $375). f) Sealcoatina. The Developer shall post a cash escrow with the City in the amount of $3000 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 750 feet of streets within the Plat. g) Park Dedication. Developer agrees to pay a park dedication fee of $2,400 per lot for residential development payable before the final plat is signed by the City. Said fee shall be due for each of the 27 lots within the plat (i.e. total due $64,800). Clearwater Cove 2ne Addition 20 h) Cul-de-sac Escrow. N/A i) Escrow for Street Signage. N/A j) SgWIM Sewer Trunk Fee. The developer shall pay the City a sanitary sewer trunk fee in the amount of $ 44,064. This sum is calculated to be $1,632 per lot for the 27 residential lots within this phase. k) Water Trunk Fee. The development shall pay the City water trunk fee in the amount of $31,752. 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 27 lots in the plat. Clearwater Cove 2^a Addition 21 EXHIBT D IRREVOCABLE 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 9 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. Clearwater Co -,e 2°1 Iddition 22 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. Clearwater Core 2^a Addition M. 23 Its 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: () Claims Made LIMITS: [Minimum] Bodily Injury and Death: Clearwater Cove 2nd Addition O Occurrence Expiration Date: 24 $500,000 for one person $1,000,000 for each occurrence Property Damage: $200,000 for each occurrence Combination of Single Limit Policy $1,000,000 ore more COVERAGE PROVIDED: Operations of Contractor: YES Operations of Sub -Contractor (Contingent): YES Does Personal Injury Include Claims Related to Employment? YES Completed Operations/Products: YES Contractual Liability (Broad Form): YES Governmental Immunity is Waived: YES Property Damage Liability Includes: Damage Due to Blasting YES Damage Due to Collapse YES Damage Due to Underground Facilities YES Broad Form Property Damage YES AUTOMOBILE LIABILITY: Policy No.: Effective Date: Expiration Date: Insurance Company: (X) Any Auto LIMITS: [Minimum] Clearwater Co, -e 2�1 Addition 25 Bodily Injury: $500,000 each person Property Damage: $500,000 each person Combined Single Limit Policy: $1,000,000 each occurrence $1,000,000 each occurrence ARE ANY DEDUCTIBLES APPLICABLE TO BODILY INJURY OR PROPERTY DAMAGE ON ANY OF THE ABOVE COVERAGES: If so, list: Amount: [Not to exceed $1,000.00] SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL MAIL THIRTY (30) DAYS WRITTEN NOTICE TO THE PARTIES TO WHOM THIS CERTIFICATE IS ISSUED. Dated at on Clearwater Core 2Ad Addition 26 Authorized Insurance Representative Clearwater Cove 2nd Addition 27 CL EA R WA TER CSD VE 2ND ADDI TION MOW ALL FFRS'CWS BY JMW PMJUM That D R Norton, lnc.—Minnesota a Delaware cofporatiof, fee owner of the Wowing described property situated in the County of Washington, Slate of Minnesota, to wit: Outlet a CLEARWATE7 CDU. according to the recorded plot thereof, Washington County, Minnescto Nave caused the sane to be surveyed and platted o- aEARMIU? COPE 2I0 AUMMW and do hereby donate and dedicate the public ways, as shown on this plat and also dedicate the easements as created by this plat far drainage and utrlity puposes only in witness whereof raid DR Norton, Inc --Minnesota, a Delaware corporation, hos cou.^ed these presents to be signed by its proper officer this day of - _ 2D . UM MN7M AVa—AM ESD7A By Its STATE Cr ANA ESOYA C MMW OF The foregoing instrument was acknowledged before me on this day of 20— by its of QR. Horton, Inc.—Minnesafq a Delaware cpporotion on behalf of the corporation. Notary Publk, My Cammissfm Expires county Minnesota I hereby certify that t hove surveyed aid platted or directly supervised the survey and platting of the property described m this plat as C7FiYP M? COIE aW AMQR W that 1 am a duly Licensed Lund Surveyor in the State of Minnesota; that IhL; plat is a correct representation of the hnundory survey; thof all mathematical data and labels are correctly designated an the plat, that at' monuments depleted on the plat have been or wN be correctly set within one year:that aft mater boundor'fes and wet Ponds as delkned in MS Section 50a01, S71bd. 3 existing as of the date of this eertificatim we ,frown and labeled rn the plat, and that all public ways are shown and labeled on the plat. Dated this . day of - 20 Craig W. Morse; Licensed Land Minnesota License Na 23021 STATE OFAMWEMM COMTY CF tstli/IEF/Y The foregoing Sarreyors Certificale was acknowledged before me on thi day of _ 20— by LYaig W Morse, Licensed Land Surveyor, Minnesota License Na 23021, Notwy Public, My Commission Exp"S County; Minnesota t� Md4 MY Of fA'f6Q AMWAESOTA This plat was appro`ed by the City Couneaf of the City of Hugq Minnesota this day of _ 20_ and hereby certifies compliance with off requirements as set forth in Mirrnesata Stofufes� Section 50a03, Subdivision 2. By Mayor COCNTY SUMIM pursuant to Chapter 820, Laws of Minnesato, 1971, and in accordance with Minnesota Statutex Sectim 50502f, Subd 11, this plat has been reviewed and approved this day of -20— BY 20 By By Washangtm County Surveyor 0"UYAM7M/>1BF4STMf R Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20 an the fond heresrbefae described have been paid. AfsQ pursuant to Minnesota Statutes, Section 27272 there are no delinquent toxez and transfer entered on this day of . 20— By Mbshtngton County Auditor/Treosurer By Deputy CMNTY AECOPMER Documwt Number I hereby certify that this instrument was recorded in the office of the County Recorder fix record on this day of - 20� at o'clock M_, and was &dy recorded in Washington County Retards By By Washington County Recorder Deputy MAR 2 5 1015 BY: -007 Westwood Professional Services, Inc. J r• "-N lI 1 pr, of r-. I? 7xp. 3t, A'• 21 rouna w 1,:,gm, c t, C. -,t ircn Mb.,. -,t 1 m ',v Iti �I ' `-n •th-south Worth seeliah fere or =ec. t9 -Frond ban Wipe fs p+ot-raa •i,,e e CL EA R WA TER CO VE 2ND A DDI TION / . ti.,ro4� � ;`''r�. � d r 16°f •° 1 1� r l� 1 r� 1 11 :'� \-`� ,` �� ��rayg. w . x¢928' -! r .T r 1 y !r r�°.i 1 1� 6 L= L "ems 1 1 !�, r !• u:�;, f °tee ,.9 L=4f.�s L a 3° J1 t 7 o M41 �S-I!' st 11 as w / !\� N p _j ! �`r /! ! g •/ 7^\`� `` 1 a°�'yMry I 4'3'-}aY2•~, `'r_-:-=3jf7 O L> >-j3- n ! !! ///// \\ moi, In -W IyjBo LN89 t 0 335fi'W 126.97 LL J -4940 s' - Y'"} iutafy IV I - _j w "I V 00� y -71 b I I ao �w err h -- ---------t z� Ndg'3336'W 12&97 E 12 1 11 1! r 2 a r 3 r In 1 1g r %. 4� �dD/ice/a ` raY4 1 h -�SQs r tir �A 4 RA `�\vi / g11 I 8 IPr rq 5 a� 1 0[ 1,0 . ti.,ro4� � ;`''r�. � d r 16°f •° 1 1� r l� 1 r� 1 11 :'� \-`� ,` �� ��rayg. w . x¢928' -! r .T r 1 y !r r�°.i 1 1� 6 L= L "ems 1 1 !�, r !• u:�;, f °tee ,.9 L=4f.�s L a 3° J1 t 7 o M41 �S-I!' st 11 as w / !\� N p _j ! �`r /! ! g •/ 7^\`� `` 1 a°�'yMry I 4'3'-}aY2•~, `'r_-:-=3jf7 O L> >-j3- n ! !! ///// \\ moi, N;}= In 12 bl° Im LN89 t 0 335fi'W 126.97 LL J --------------I s' - Y'"} iutafy I � La2.75 I - _j w "I V 00� y -71 b I I I h -- ---------t 1 Ndg'3336'W 12&97 E 12 1 2 � 1 .2015 Westwood Professional Services, Inc. ConstructionPlans for Sanitary Sewer, Water Main, Storm Sewer, and Streets for Clearwater Cove 2nd Addition Hugo, MN Prepared for: DR Horton, Inc. - Minnesota 20M Kenbridge Court, Suite 100 Lakeville, Minnesota 55%44 Contact'; Mike Suel Phone: 952-985-7823 Fax 952-905-78M Prepared by. Vkastwood Phrnr M54M41" 76"6 r Dd- F1 iJmDe� U.P I'WMN5 'raper level eara+so ewr.eo}ca. w4ah4ondeeolew4� Sw.+wr, ec Project number: 0004092.02 (',ntc_U Francis- D. Haq--n il, PE Lkk," SM& Numbw SboaMb 1 Cover_ 2 3 Overall Sanitary &Water Irloin Construction Plan f 4 5 - -_Street Street & Storm Sewer Construction Plan -- m & Storm Sewer Construction_ Plan 6 _ 7 Detals _ - - --------------- Details Vicinity Map On All 4-:V' w :. I.: 00,01 RIF - ('101 Scale) IT 03/07/16 1 TAKEOFF REDLINES IALL J ffi MAR 2 5 20sS !G. 0 0 7' e, Construction Plans far Sanitary Sewers Watu Main, Storm Sewer, and Streets far Clearwater Cove 2nd Addition 11W, MN orlc 12/7$/15 58eet 1 aF y D004D7^A^L. I a2016 Westwood Professimoj Services, im STORM SEWER CASTING SCHEDULE S1RlIC11J� CASIMNG TYPE 1. CO 726 SHALL BE CONSTRUCTED WITH POURED IN—PLACE NVERTS (SEE DETAR S): PIPES CONNECTING TO STRUCTURES SHALL UTIUZE PRESS—SEAL LOS -30 SERIES WATER STOP GROUND RINGS OR APPROVED EQUIVALENT TO FORM WATER TIGHT CONNECTIONS TO 7HT5 STRUCTURE. e co. Coll 48 Hours before digging: 611 Or caIF l.corn Common Ground Affiance CENTERLINE CLEARWATER CREEK POND 1 OUTLET E1=902.0 FiYN.=965.5 \ VPOND 4OUTLET � = 0-104- y 1 05 H1IId_-905.6 'f� —16 - - TO BE INSTALLEDLIH�„ eE INSTALLEDi ANDER CT- PHASE 3 1 U ... . FUND 2 OUTLET EF =962.0 T. —14 _FES -1 CONTRACT. CONTRACT. HIL=904 }t \ ! STMH-2 - i • ` r ........... .. 726 ; CBMH-72A�' • : FESS-109--� •, - . A � J CENTERLINECLEARWATER� j .. �/I �`r�_, �MH 10 - ,r 6- BITUMINOUS TR(JL' ,'•.... _ �� qq ♦ i € 1 , " ` ppp v- OUTLET ,0 I. FUTURE ETQSTING PROPOSED Solitary Serer Smitay Sewer -- ---- SmItory Sewer —�— Watar water — I — Water Hyd. w\Vdve Hyd. w\Vdee Hyd, r\Vada —I—»} Sloan Sewer Stam Sewer Storm Sewer —rF— 7rr F>dl� 1 Aar 7 l�.mlL. ](syph 550 ©uster Mailbox WeY�1-=o� Ib�6lsWldYmyYwP�lrebrsr��l ad. g� =a rr e � +ar em,,, r+e;�wrer. _ w�pw=t sdw 1Ye Yn d 4 are d,IrsoY 4i1'°� oYre.s >m a •m p^ d DR Horton, InG - Minnesota W%W/16 TMRPr ftel1llRS - ' rm Baldr?3 EtlensnlrM..wlrassw 1Hrw neewrrs,ee . � Fn cis u. U.Sm IL 72 20860 rmbdfte Cbelt Sake 106 -k vrrrnaeendc.farffrMee4 tie l6� - _ ......... ... ..... 7rr F>dl� 1 Aar 7 l�.mlL. ](syph 550 amu' Clearwater Cove 2nd Addition 11L➢,O. UN IT 100' 200' 300 Latmt Rev== Daft 03/(V%16 000<. j".r.-Or�01.awq Do. 12/2MS sneer 2 Car 7 02016 Westwood Professional SuAcm Inc 1 � -- 1 7 & 5 O 9D9.2 909.7 9 i WYE -1+02 � � WYE=1+41 909.9 4 OER SERVICE 1NYE=0+46 \ 1 .SER CE TYPITY yr/CIJ 5TOP (iYPI' . ` l y z 907.3 WYE=2+67 ® H-13 —14' — ' WYE=O+90 5 _ f 8'-11 1/40: / O ®— 910.2 L22�� fl f ` s /2° BEN Ir -221/2a BEN \ ro _ ..... _ ..- - ' EX. 8' SAN. .- ........ _. HYD w/ . VALVE 8` aNNECT - WYE OF17 1 — s , g'-6 xs' twEPe EILMH—tt1' - "_ GRND. ELS 1Ei15 �. � _... . - � .. ........... g08,g 8 YVYE=0+12 ' •1 i2 �[ 9082 WYE8 � tYYE=3+29 � y � 1 �,�--- .. _. .., .. - •� G.V.(TYP) � Vz CT TD 970.9) rte.. • � � FIC 8" WM BEND WYE=0+92 - \,, HM /ARK VALVE- . / 19 9'-6" DIP 87x67 REOU WYE=1+35 . BEND J 1 1 I1 ` .. \R .� .• ', c. WYE -1+25 - , 4� slas 1 l'' 2 3 1 j _ 1 143RD COURT (STREET 8) _ _ __ _o_d_ Olnln (42198Td Tftwr,.n Nrte _. Fv 1B6m T4," FAm hal,{y ANE 6[dhl xlr� [mN1 ATT•8198 wemroN�cm� wwa.mn-kmow S—ft Enc . 714— Jr DIP CL 52 PROPOSED CA GRADE.(TYP - - _ '...........-... - - - - - 92n -... ........ ............ W.M: x)POL-)"X-AP.. -----.. PROPOSED C/L-SUBGRADE -TYCO_ ---,....._........-......... ------ .............. - - 7S MOL -'COVER AFL �� 9l'�- - _15 .... .,t .........:.......... ......... .............. ....,-.. -+1 .. .;- ... .._._ STAi12+00..... .......... 919 1 ..IE ---908.18--.. -- IE CW ..90865..--..-- - ... ...... _. Ii EX MH 10' .,. _ ..� -.�=.. :.. ._ ' RE = 91&32 _ I E (SE) = 908.28 IE (S) _. 90&75 STA -8148'- RE ... --. _ - = - IE ( —90786 - _- IE (E) = 908.05 E (W):=.907.4fi _ IE (W) 905'95 ii - _ -�.P 98. PVC 1 _ g'o --- - '-'- .... ...,I...... -- .....:....... .... ..... .. .8. ........--" .. .149' .PVA.. ®.... ..... - STA J = —:8 PVC ' _ R = 909 : 58' >Dz ----`f-I r-- - - - - ---'-' - IE � � 906.28f1 (Y€RIFY) - � � - � - - � _ 4'I'1 8 9 10 11 12 13 14 15 16 17 xr+s�s+EAr�.�P.�y—�wy I inYrs a.a y.rr r er x r. aq,' -- sNaereooNrer. HiI'di! sC. d ]m d � 4W J 1N�Aa m/N,/IN l pi IEp/tp Fm -dm Ix 4 rE , »� t� M RepmEd for DR Hordon,�Inc. - Minnesota IMM im��! Suite 100 >.�TLft>.� r. ".. >xkff'DG l6mmola 55x14 Call 48 Hours 6ef6m digging 811 or caN811.com Canunon Ground Alliance GENERAL NOTES: ODENOTES SANITARY SH:WER SERVICE INVERT O 10' OUTSIDE R.O_W_ YC=X+I(X DENOTES SANITARY SEWER SERVILE 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. ® WATER SERVICE TO THIS LOT SHALL RE INSTALLED UNDER PROPOSED STORM SEWER & SHALL MAINTAIN A MINIMUM VERTICAL SEPARATION FROM STORM PIPE OF 2.0 FT. 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 TCK;FIH ER PPE CORPORATION STOP SHALL BE THREADED INTO THE WATERMANIN (NO SADOLES) I- HDPE WATER SERVICE SHALL BE MIN SDR 7 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 AR BLEED SYSTEM THE VERTICAL DATUM OF THUS PLAN IS BASED ON THE NCVD 1929 ADJUSTED DATUM IN US SURVEY HEE"f NGVD=NATIONAL GEODETIC VERTICAL DATUM •- 0' 50• 1 D0' 150' Iabmt Revaiint Date 03/07/36 -')0179Z'YVT(03.N.7 DNb. 12/2$/15 slit 3 OF 7 Clearwater Cove 2nd Addition &mtuy & water Mmn Iib, lAIQ 92016 Westwood Professional SmV.=L . Inc. Coil 48 flours before digging: 811 or ca1811 _can _ Common Ground Alliance -- - — — �� I � ._ _. _ \ � � ♦ � � GENERAL NOTES_ RADIUS TO BE 8618 C. & G. \- \ WITH 10 TRANSITION FROM % 8 \ '.\ \ / SURMOUNTABLE CURB DENOTES GUTTERLINE PLEVA -HON - 4 � .. 5 9 1 }1� . A11 AT RCPT INTERSECTIONS CLASS 5, _ 4- PERFOIR TED 4 SUNLESS GTHEI?WISE NOTED IDE OF CO (TYP) LF / \\ \ 1 11 E PROPOSED STREET LIGHT 1 ._ 3 PIPE LENGTHS SHOWN INCLUDE THE FLARED ' ._ __. _- END SECTION LENGTH _ MH-72ASIDEWALK 1 CASTING NOTE: CATCH BASIN CASTINGS SHALL BE BUMPED 0.15' BELOW GUTTERIJNE, MANHOLE CASTINGS CT PED- Y _.� 1 \ 1 SHALL BE SUMPED 0.05' BELOW PAVEMENT _ .... RAMP (TYP.) \ \ ALL CO. CBMH & STMH VAT14IN 10' OF . _CBM -71 _, 4A ,r+ _ - , HORIZONTAL DISTANCE TO THE WATERMAIN � JUST CTED WITH POURED FXST.ORM- q - ...CB-72B�.. CASTINGM) (iYP 1 INPLACE INVERT ALL BET& SHALL UTILIZE WATER .. / MOUNTABLE CURB. ` \ _ STOP GROUTING RINGS 1 _ .... k GU7lER(TYP}f j1Tg t/ ! V _ / 1 _ - - THE VERTICAL DATUM OF THIS PLAN 1S BASED +� SIRUCT PED: 1 1 ON THE NGVD TE 1929 ADJUSTED GEODETIC ' ..� . - s , RAMP (TYP.) '� , 1 DATUM IN US SURVEY FEET NGVD=NATIONAL GEODETIC VERTICAL DATUM GV EX (TVP.) $ _ ... ... 1 - ' `BEGIN C_ & Q. 0 SMC. _ ` .. aDEWALK a CONSTRUCTION A-( A- e+a3- 5--D, SAWCUT BIIUMINOV EDGE 10 y \ `, D, / ..' WIDE BITUMINOUS 5 P .',•,-r - / �..' _ _ . - TRAIL_ �: - .+_`:: ,• ` - 4 LIGHT' .s 2 12 f..,. 0' 50' 700' 150' 143RD COURT (STREET 8) 925 925 m ;n �� .e:o Pini m Pw O� N N N of w al -m - rn_a+ - - - m w RE; �.� �:� inw 920 PVI STA = 8410.00 W .. -LLso t 92D .. .PVI. x.31 7-PVI'STA'='8+49:00.......-... ........... .................... ...... ............. . PVI EIEV = 917-15. - . 0.50.2 - PVI STA. _ ]8+74.D4 206X PN ELEV = 91&43 _ 28' - T5' RCP- PN QEV 914.41 . 915 . 10' - 15" RCP 327 = 15 RCP CL 5 ®0.32X- .. -- .... - - - - , 40,00 VC ...... . . .....:.........:.........:....... . .e.l.... 1 1 .. : {X 5 a 0.45%.......:...... 5.0 0. - ................ .......... ' ' - .. ' . 17.P. ELEV - 920.83: � - 1 : 1 1 .... i. i . - . - ... - - - � -t{ P_ STA a 16+2M&17- 11 , i _ CB -72B - _ - _ PVI STA'= 16t2&- CBMH-72A. RE = 87$_00 - Pill L- E1w=' 920:89 — ��-- RE. = 917.90 IE (N) - 913.90 s. � • r � - A.D_ _ -1.2= 9 0 - - FX.CBMH-71 �� IE (S) t 913.81 K 3328 ... 910 ---- REL 216M'- -- -- - .-'.'--L---------IE (W).d.913.8'1.... .: - -'1E113=91228- IE (W)=-911.48. IE (S) � 91].48 . 905 905 8 9 10 11 12 13 14 15 16 17 18 19 I Vests ood __ Plow. — trtpl s3 d1w >e.a M.c..,eorn,. F- 1m98l3 , PnIrIFMn'.�TNr 4 TrF 199W 93T 3150 webe.odp.oa MlMword IMohrlFelY i1A1M.q .t Z r. b, n.W ar sL yea .1. mp by . tir W ' IYnddor — s.e for DR Horton, Inc - Minnesota nr"°r owa 20860 ICmbddge Coma, 9,116, 10 seer blobft TalxsiBq xammmfa sm" UWA RxvW— V A 1J�tar OCi/07/16 �.��.��y� 0a]4a92aL'1F03.tlr3 M&E. a� 4 06 Clearwater Cove 2nd Addition ssftftt + t� & ' &wer Wua�c uCem mm IIuRo 1lNi 02016 Viimitwoocl Pmfemsimcd Services, lnc I jffULiU , ROCK CONSTRU I 'I ENTPANCECTION m STANDARD MANHOLE [4rINVDE DIAMETER)HUGO SANITARY SEVER A I' TRASH GUARDHUGO, FOR STORM SEWER APRONS WIMCO Curb & Gutter IN&I ProtectionHUGO ; I MDdel CG2 TEMPORARY R BLEED DETAIL HUGOAIR 1 HUGO TYPICAL TRENCH FOR HUGO I STRUCTURE MARKER ,UNSTABLE FOUNDATION SIGNS TOP OF 9OWFA 1914 ORLE65 IT -,EWh3AE�-E OVR' TOPOFsaweR�tra+�"aE l .P SANITARY SEWER TYPICAL SERVICE (4- OR 6'IHWU I UNDERORAIN DETAIL HUGO STORM SEWER � CONCRETE ENCASED SIN CASTING CATCH BASIN FOR STORM DRAIN it HUGOINSULATION DETAIL ND OU FFtR vctE69E_ ENQ moww'n Ili wt�LuoBLR619V1B fW MATBI&a mrr NOTALLATI(W nl WETLAND BUFFER HUGOAf&�ER 7" DRAINTILE CLEANOUT HUGO 1; FOR STORM DRAA -T ,T - t -7 HUGOFOR STANDARD MANHOLE STORM DRAIN ST.REET l.D_fST0P HUGOSIGN 7" DRAINTILE CLEANOUT HUGO 1; FOR STORM DRAA D CATCH BASIN HUGO WITH 7 _SUMP -4- MOUNTABLE CURB & GIRTER HUGO CONSTRUCTION AT CATCH BASIN " 4B Hours before digging: GOPHM STATE OW CALL Twin City Area 651-454-0002 Mn. TAI Free 1-800--252-1166 ,T - 771 -7 ST.REET l.D_fST0P HUGOSIGN STREETI.D. DETAIL D CATCH BASIN HUGO WITH 7 _SUMP -4- MOUNTABLE CURB & GIRTER HUGO CONSTRUCTION AT CATCH BASIN " 4B Hours before digging: GOPHM STATE OW CALL Twin City Area 651-454-0002 Mn. TAI Free 1-800--252-1166 HAND PLACED RIP RAP HUGO :! I STORM SEWER Ut-t R—Mm Dft you lo9z.0'JNJt.dwq VJ2&15 sh.& 6 cw 7 Clearwater Cove 2nd WVestw%md - DR Ho M)W�158 ��g—O� Sadat = —. E .. Horton, Inc- Minnesota Adffifim Details Foe XMW7� Eden Pro ,M� a %t.,ir :- - -_ n_ P" ( wf� RIM 9-sia pkrAld 20M XembMp Cbmt Sube WO F-h2da , 9 lkG I vm I I — Lohniffr, hfimnm*& SBK4 I HuscI, wx - 771 GJC ST.REET l.D_fST0P HumSIGN DETAIL HAND PLACED RIP RAP HUGO :! I STORM SEWER Ut-t R—Mm Dft you lo9z.0'JNJt.dwq VJ2&15 sh.& 6 cw 7 Clearwater Cove 2nd WVestw%md - DR Ho M)W�158 ��g—O� Sadat = —. E .. Horton, Inc- Minnesota Adffifim Details Foe XMW7� Eden Pro ,M� a %t.,ir :- - -_ n_ P" ( wf� RIM 9-sia pkrAld 20M XembMp Cbmt Sube WO F-h2da , 9 lkG I vm I I — Lohniffr, hfimnm*& SBK4 I HuscI, wx - 771 HAND PLACED RIP RAP HUGO :! I STORM SEWER Ut-t R—Mm Dft you lo9z.0'JNJt.dwq VJ2&15 sh.& 6 cw 7 Clearwater Cove 2nd WVestw%md - DR Ho M)W�158 ��g—O� Sadat = —. E .. Horton, Inc- Minnesota Adffifim Details Foe XMW7� Eden Pro ,M� a %t.,ir :- - -_ n_ P" ( wf� RIM 9-sia pkrAld 20M XembMp Cbmt Sube WO F-h2da , 9 lkG I vm I I — Lohniffr, hfimnm*& SBK4 I HuscI, wx 02016 Vkstwood Professional Services, Inc _LLL T HUGORIVE OVER CASTING uuGo 1 WATERMArN LOVIIERING WITH INSULATION DETAIL rm I GO : ROCK CONSTRUCTION Ll Hu ENTRANCE w (W* 3 4 3r Aoohimoo. ONCRETE I HUGO CURS & GUTTER I GO : ROCK CONSTRUCTION Ll Hu ENTRANCE PLACEMENTAND HUGO CONSTRUCTION OF A SILT FENCE L17 �Ul - ' \ VALVE BOX HUGO NSTALLATJO'J Ir RN (TV Cad 48 Hoare before digginT GOPHM STATE ONE CALL TwIn City Area 651-454-0002 Mn. ToR Free 1-800-252-1166 LOYIER w (W* 3 4 3r Aoohimoo. PLACEMENTAND HUGO CONSTRUCTION OF A SILT FENCE L17 �Ul - ' \ VALVE BOX HUGO NSTALLATJO'J Ir RN (TV Cad 48 Hoare before digginT GOPHM STATE ONE CALL TwIn City Area 651-454-0002 Mn. ToR Free 1-800-252-1166 LOYIER 9 19+50 — 17+92 NO SCALE IXPAIVS"I ANSITDN !; CTION ExPr.'JSION Z 1 JJJJ JONT & F'.LER TRA,E 111111 -.E,: �Ny rILLER 'TER GUT -,E'- L.NEA H_ rA B-02 Cula R LINE. A Id iv w - 55 �.E43,011 P*!5,!M�73 7._T41EEN n- C', 1':,ZTE 3TRL .:ft my, S' 14.5 14.5' t(L4! ue 140 le L LL L L -L BOG Boc L4? al fo.; LL LLF: IR KUM SURFACE a, Hw. C�..w - ENSTM COCl Tw 201 2 ox -'IN S7RUCTUR'_ ar, off - S. nEPRES. CA-AING 0.2• BELOW CUTTR LINE Ir SIDENPALK CONCRETF CORE! A WTTER BEYOND ONEKA PARKWAY z mv SUBGRADE ELEV. TURN LAW SECNON 0 STA 21 d BOULEVARD A,'WXV-, PAVING GEOTEXTILE FIILTER AGGREGATE NAPE CONCRETE MORTAR nLLFT TO PROADC STREET OkOOT 314!IL2H) 4�,w ADJUST Bt.: HECHT TO MATN F'_AT AREA EACH SIDE Or AvE,�-. FCR TOP OF CC' CREX CURB �TNDfir C ROOM. -.itE&: MU;T EE SLOP -D TO LN 6 AIN INTO INVERT 4' PERF PVC PIPE SDR 35 a' IT CASTING IN MORTAR BED . . .. !, USE A%M'._T RINGS A. NI-XILD A' �ECA._ B'SE IHYERT GIEOIEXTILE FABRIC -TWE a q, aTRLIC,UT-_'-F:1L:A!A____ '10E) I 11r Brr. WEARING CDUIM CONC.2 .36" (IF WOW SPEC 23M TYPE SP D M 4"" T'�R MAT: Ey'_ IrN' D 'C_'o CU'� T ' �R BELOW 'A' I- LD -CA. URAN 70% MSTALL AT LOW PUM AS DPCCIED BY THE EIMMNEER INW-'ZT OF CS NEAR CMAISIE (9-AEA2409 2.13) POURM IN 1H, flrrlj)— TACK COAT W9W 2357 MIN M. Pr"., fcrA MIN 2 11r LIOUIRMOUS BASE COURSE Thre Ybu fog I jc"r A'ng P -1. W-ZIAZIM CONCRETE SIDEVIALK 5 mom YEW IT VIR.0"XIE 11111STALUD PRECAST BA:.L 5W N EAM DIUMIM t4' CLASS 5 AGGREGA7E Ewm I J.. FRW CATCH VAM (10= CRUSHED MA%U) Ir CAM 5 AGW41EQATIE RAW 0— ONS11119)) SVOGRAVE 2*' SELEcT cRAMI&AR FILL mm)ar m4o RECTANGULAIR CATC" BASIN CONC. WALKWAY (tolm ofts-1m) V41H POURED IN-PLACE INVERT Sm NO SCALE GEO7EXT1UE FOR MAY jr; _pkI FABM _ 1 44.,o F'"') f9-144'; SUBSIDES - ARAR SM PERFOMIM Opm TAE q, C I L~ Rmmm Daft-03/(FIX "rass-Seal Gaskat CqE2om6(w OGO4O92.O20T1 V, I -g 7 7 Dwe 12/28M mkmt 7 ow-. Clearwater Cove 2nd .9 d. I-. Pk for Fm IL n I DR Horton, Ine Minnesota Adclition Details TWF- _, FS 00 Immw_ XIL am= Rmm 1aftidp owt, site m _ftw/m _.zb_v_ vm — I — I LakEwme, Prilmemou sm" FAVD, UN w (W* I 3r &_ 3y 6' 11111 BIT (T7mJ l5cl SLOPE �4.r (TTP-} ONEKA PARKWAY TYPICAL ROADWAY SECTION 9 19+50 — 17+92 NO SCALE IXPAIVS"I ANSITDN !; CTION ExPr.'JSION Z 1 JJJJ JONT & F'.LER TRA,E 111111 -.E,: �Ny rILLER 'TER GUT -,E'- L.NEA H_ rA B-02 Cula R LINE. A Id iv w - 55 �.E43,011 P*!5,!M�73 7._T41EEN n- C', 1':,ZTE 3TRL .:ft my, S' 14.5 14.5' t(L4! ue 140 le L LL L L -L BOG Boc L4? al fo.; LL LLF: IR KUM SURFACE a, Hw. C�..w - ENSTM COCl Tw 201 2 ox -'IN S7RUCTUR'_ ar, off - S. nEPRES. CA-AING 0.2• BELOW CUTTR LINE Ir SIDENPALK CONCRETF CORE! A WTTER BEYOND ONEKA PARKWAY z mv SUBGRADE ELEV. TURN LAW SECNON 0 STA 21 d BOULEVARD A,'WXV-, PAVING GEOTEXTILE FIILTER AGGREGATE NAPE CONCRETE MORTAR nLLFT TO PROADC STREET OkOOT 314!IL2H) 4�,w ADJUST Bt.: HECHT TO MATN F'_AT AREA EACH SIDE Or AvE,�-. FCR TOP OF CC' CREX CURB �TNDfir C ROOM. -.itE&: MU;T EE SLOP -D TO LN 6 AIN INTO INVERT 4' PERF PVC PIPE SDR 35 a' IT CASTING IN MORTAR BED . . .. !, USE A%M'._T RINGS A. NI-XILD A' �ECA._ B'SE IHYERT GIEOIEXTILE FABRIC -TWE a q, aTRLIC,UT-_'-F:1L:A!A____ '10E) I 11r Brr. WEARING CDUIM CONC.2 .36" (IF WOW SPEC 23M TYPE SP D M 4"" T'�R MAT: Ey'_ IrN' D 'C_'o CU'� T ' �R BELOW 'A' I- LD -CA. URAN 70% MSTALL AT LOW PUM AS DPCCIED BY THE EIMMNEER INW-'ZT OF CS NEAR CMAISIE (9-AEA2409 2.13) POURM IN 1H, flrrlj)— TACK COAT W9W 2357 MIN M. Pr"., fcrA MIN 2 11r LIOUIRMOUS BASE COURSE Thre Ybu fog I jc"r A'ng P -1. W-ZIAZIM CONCRETE SIDEVIALK 5 mom YEW IT VIR.0"XIE 11111STALUD PRECAST BA:.L 5W N EAM DIUMIM t4' CLASS 5 AGGREGA7E Ewm I J.. FRW CATCH VAM (10= CRUSHED MA%U) Ir CAM 5 AGW41EQATIE RAW 0— ONS11119)) SVOGRAVE 2*' SELEcT cRAMI&AR FILL mm)ar m4o RECTANGULAIR CATC" BASIN CONC. WALKWAY (tolm ofts-1m) V41H POURED IN-PLACE INVERT Sm NO SCALE GEO7EXT1UE FOR MAY jr; _pkI FABM _ 1 44.,o F'"') f9-144'; SUBSIDES - ARAR SM PERFOMIM Opm TAE q, C I L~ Rmmm Daft-03/(FIX "rass-Seal Gaskat CqE2om6(w OGO4O92.O20T1 V, I -g 7 7 Dwe 12/28M mkmt 7 ow-. Clearwater Cove 2nd .9 d. I-. Pk for Fm IL n I DR Horton, Ine Minnesota Adclition Details TWF- _, FS 00 Immw_ XIL am= Rmm 1aftidp owt, site m _ftw/m _.zb_v_ vm — I — I LakEwme, Prilmemou sm" FAVD, UN a 2015 Westwood Professional Services, Inc. Construction Plans for Grading, Control for Drainage and Erosion Plan Clearwater Cove Hugo, MN Prepared for: DR Horton, Inc, - Minnesota 20860 Kenbridge Court, Suite 100 Lakeville, Minnesota 55044 Contact: Mike Suel Phone: 952-985-7823 Fax: 952-985-7400 Prepared by- Westwood yWestwood llrr elm.T3 w TmMap..Q— Fs ryRtYdT-0Er1 FAen PraINLM`1 rlS14 MiY� 181ST B9TdABD vim, ,1.�rrwW �1r Project number: 0004092.00 Contact: Frjn-is D. Hoven II, PE Vicinity Map (Not ti kale) Na sbe.r List rebae Sb Num6rr aeot 'Gide 1 Cover 2 Overall Grading, Drainage and Erosion Control Plan 3 Bridge Approach Detail 4 Grading, Drainage and Erosion Control Plan 5 Grading, Drainage and Erosion Control Plan fi Grading, Drainage and Erosion Control Pion 7 Grading, Drainage and Erosion Control Plan g Grading, Drainage and Erosion Control Plan 9 Street Profiles 10 Details Vicinity Map (Not ti kale) Na DATE REVISION somn 1 05/20/15 CITY rA RCWD COMMENTS ALL 2 09/23/15 REVISE HM:S PONDS 2-4 - 1-3,6 3 03/09/16 ONEKA P,,RKWAY k BRIDGE REVISIONS ALL CON7RACTAR: NOR7HKST ASPHALT AECOM DRAYYM CONFORMING TO CONSMUCRON RECORDS By Jerrod _�lmDA7F 03 08 16 Construction Plans for Grading, Drainage and Erasion Control Plan for Clearwater Cove Hugo, MN Datc 07/06/13 Sheet 1 of 10 viii•. +r+� Isir•. i jI I • r���•••�►a Irl Ills C.111 48 Hours before diggi,g� or ca]1811.com Common Ground Alliance {� � \��i•iii`� 5 1 y "r" '° LLI, I • Ar, 16, r[n Lau "- ff, .r 1e1;_ � a� - - - � ■�� %F z0gistj I, i '�� / r� �� �r-i•—,j ilk,�� - ' •.;r• i IJ � � 1 �► e4 r •s / �/ :f• �rq 'll�r 19��'� \1: � � � �� � yY- ' •� • �• 3 �'/,!•,e I1� /,��'. i ��a ��lfi-'�'+����%��\�1'•, ��3` ij���rl" r�� ����Sf iY • • r .iff r %, �'" _ F •:1. i =' 4Z1�' �� I �. _; 1 Si `., .1 • � •. i/�L'/ l � !��•r'' __ �`�'��� �`(f � '#�%%��l\�� �5�1+�1 �l 1 _ _ � •r '1!/ r //j f `. �a''i. ,�( � ,ay����"'IJ/r �� 4� �\� 1 r I�+ �II`,.` 1 'M' 8� f /R.;—M. -� c� i5:r`_'_'vI/r ' //�It1+1, flJ.l r >♦r � '�' %Ltr.' +J r3/� �l i� i1 4 y�� +�1�1 f 1�4 ' e .. � �" t� I pt,... �IL' ;I r r��r Isk.;�I6a!-rn�L�r►,�7�►��,1�S�J/iii. _.I��� _, - \�s, iirrr��•,\i ,1f�'+•/7V J/ >!� a:�.r__ i SIZE �� 1 ILLE: v r� :•fir � �1 ��. 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N• !' J�I -1 F TO • • • • �ka WIN Clearwater Cove II I IL I' 02015 Westwood Professional Services, Inc. Call 48 Hours before digging: r 811 or ca11811.com i1 .'-' y \ � � `\ \ I �' • _� /, � , I� � ,� / � Common Ground Alliance \ TR T t / / / f / / ! LDT CORNER ELEVA,ION oorA I EE A S k 99 � LGT NUMBER DRAINAGE ARROW FINISH CRCUNG 0.EVATON AT REAR Or PAD LD 577. IF APPLICABLE ) sz4.G MEROCK ELEVATION FRONT EIASE FRONT GARAGE 51AD ELEVATION IN, F U T l E C R\E K CRC SING \ �/ 1 �/ // / /' 1 1 LG I r7i GROUND FOR 8 TI N T REAR OF P A P P R C H l� ADN & \ - �� // FTIISH GRGUNG DED F IRN A7 REAR OF PAD 1 TO FRONT GARAGE SLAB ELEVATION. \ xv, swo - No ELEVATION FOR &2' DIFFERENCE FROM r To FR NT GAR GARAGE E REAR OF PAD 1 ,(• / a. ' TO FRONT GARAGE SLAB ELEVATION. FEMA OODWAY FIS \ I �' j If .G NMKOU R LOaIO11T SD • SM IAOMdIT �o / !' / l 1 'rr ' ' l •! ' Tj SUMINDICATES THAT THE GARAGE IS \\ \ I / / / ' 00 ILOGR 0.EVATIGNFEET BELOW THE FIRST TYPICAL LOT -46 If FEM FLOODWAY LIMI �. \ /� f/i1 ! ' % ` LEGMNM �\ \\\ y ��.,-..p._ , �� ^ ) \ � ' ` � DENOTES SOIL BORING C l V 1 -ISFr DENOTES SILT FENCE \ l.. Q U --.- DENOTES HEAVY DUTY SILT FENCE AC —380— DENOTES EXISTING CONTOURS \ ••: , 7 , ! 1 x980_ DENOTES PROPOSED CONTOURS 11 cn—D DENOTES EXISTING STORM SEWER \ i ` I f—Nr� DENOTES PROPOSED STORM SEWER C O N S\\TR U C T / \ DENOTES EXISTING TREE LINE '� , / / ' I `� r /\ r1`� RDENOTES EMOVAL LIMAPPROXIMATE TREE WIDE C � E }. A CESS / �: f IT :56,3 DENOTES EXISTING SPOT ELEVATION 5: 1 S L 0 M A �C) , f DENOTES PROPOSED SPOT ELEVATION DENOTES BID EROSION EROSIDN CHECKS 7 DENOTES EMERGENCY OVERFLOW Alkf`�•� ELEVATION '914,81 '/ y q %g / DENOTES DELINEATED WETLAND H. P. I �\ `=ter 1 � ' • �\`. TREE REMOVAL, LIMITS, t � _ Oh. NOR G NEST ASPHALT i / �✓ � t � � ,�/ /. / • �/ � �► � � colvr-aoa�rrHc ro canrsmucnay REcaRDs BY Jerrad McCarty DATE 03/08/16 0150' 100, 150' c,.oa,,2s!FG1.c•: Date 07/06/15 se..c 3 OF ZO y�.�.....,� Clearwater 'Westwood I+ed7 ser, me m. wI— yro ac � wWonz > °� ..�.r_. Cove ft � a l-'>� DR DR Horton Inc. - Minnesota Bridge A roach Detail Plr. (154937 10 T999MsprainO_ 0mT�--�� x_. Cl1tla� 77Ri yMy� F. 0&40744. Ee.n P,�I,ie,w6(m v /9i/1! OIERA PMKWAY T B.TOE REvi31OV'; � DWI � � ` ` TART PY]!e am WpRNIpp�Ayln )(Ii.TCI! Q ^� Uf IB ?0340 �tllbildB! COMI'Y. 71ti116e IM VA-*.-WFgkW"1e k%lnc a.ls 03/09/16 L1_Ni 77716. —. .. .. emd»iawls ►ddMe RAF I.alceyl8e Minnaots 55044 Ei¢®n N Id L F 020)5 Westwood Professional Services, Inc. - - - - - - Coll 48 Hours before digging: f I i r i° • } a ` II /� ! / 811 or call811.corn Common Ground Alliance IO TR OTE • 04 / • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE \ 1 f 7 �• ' 1 / r ' 2 I PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL �„'. ! r 't / / �•{ `. VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED, EXISTING SILT FENCE EO ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED \ \ 1 ! ■ Ij f INCIDENTAL TO THE GRADING CONTRACT, IT 15 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. \ I �~ ��'� I 1 /a! 0, f� 1' • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END _ � J - OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED -lF� - `u--- ��y_--------- / " r ACCORDING TO DETAILS 70 REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. J -� GENERAL GRADING &DRAINAGE NOTES:_ _ I `�� - //J / , ` • ALL CONTOURS AND SPOT ELEVAl10NS ARE SHOWN TO FINISHED SURFACE/Glll'TER •� GRADES UNLESS OTHERWISE NOTED. - f ! 1 t - -_ - - --��R-ti ----- / v- �� • REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT '1 1 =~� HORIZONTAL SITE DIMENSIONS AND LAYOUT. I 1 ��� '•,� og ' ��`�t`1 ��/'1 \\ - ! - �• THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING \ 1 f f + - _ ` ��_--•• sem\ \ \ ft� J UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD -VERIFY PRIORTO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE 1 ff DIT r ti y*� ( '•�. \ \ ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. da '.e T""I'"y'•�•`1=+35Fa + `r' ]� r� =�\1 \\ 1 / • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. 'gra . ''z �- \ . POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. -11 --!SF 912.30�t'. H.P. I +y \ / \\ /- LOT eoralER ELEVATION IN Id r rrI J \. LOT NUMBER f1 � r r v f f i ~~�� �*\ ! \ t,. 4• \• \- \ / / / 4 DRAINAGE ARROW 1 ! p` , ��� a \� : \ szG.s FINISH GROUND ELEVATION AT REM OF PAD \ r I 1 it a ``� +�\\\ �, �qF \ _ / / •i`o LO 517. { IF APPLICABLE ) \—MELEYLIM BASEMENT FLOOR ! FRONT GARAGE SLAB ELEVATION DRIVEWAY \ ,+ • r� C LP. \\ , oi/rLOT C LO - GRADED FOR 5,V DIFFERENCE FROM - j A LIMITS 7a �FRRONTTGGARAGE SLAB NEIEiATIOONN. OF PAD ``£` , l S FIN STWO H GROUND EEUEEVATION T REAR °OIFF PAD °M TD FRONT GARAGE SLAB ELEVATION. ro - AAl auT Me LMOUT ro 200, p 1 Y' !1 I �\ ;` \\ -� •ry��- :`. \ `\ yy.,+ 11 4 c' / e t -k ,� - / NOTE py - ODE Lopmur �. jj ' l > Ir♦ __ \ IO.fi6 THE (1) INDICATES THAT TIE GARAGE IS j1 P. OUTLET 4 'J1] . 1 1 BLOCK OR 0.7 FEET BELOW THE FIRST it 5 OUTLET EL>• 2.O FLOOR ELEVATION. I ^ i i `J ~ \ 1 e \ HWL-905.6 } TYPICAL LOT POND BOTTOMS892.OD e- 9' BITUMINpIIS TRAIL I ! 1 � •\ / r x� \ '� � , � DENOTES SOIL BORING • I f \ \ r r ,}�'' ' \�,�' -i35t u. F� ^ �\ G -. "L� SF r E DENOTES SILT FENCE ' r 1 \1 ti•- 1` yn , �' +7 r \ - c lmwz I DENOTES HEAVY DUTY SILT FENCE 4\ r 980 DENOTES EXISTING CONTOURS r980� DENOTES PROPOSED CONTOURS 0—••--O DENOTES EXISTING STORM SEWER I ` \ ` - ,�` ✓ \\ \\ 90 .F I F»--� DENOTES PROPOSED STORM SEWER I 1f r' \ `� ff ` \ .•p• ?;u, \ \♦ '/ ' 1 .�-..-.rv. DENOTES .EXISTING TREE LINE ! G ~ ' I, 1 • ., \ POND 2 1 I DENOTES APPROXIMATE TREE DUT IJ T E4 \NWLf REMOVAL LIMITS PD\ D BO M /" DENOTES EXISTING SPOT ELEVATION ' °�• DENOTES PROPOSED SPOT ELEVATION DENOTES BIO -ROLL 11 ` sss.a ! ! , � \ � - • r_ r 1\1 " �� ,\ ' \ \ \\ �� '' 1r - OSION CHECKS DENOTES EMERGENCY f r f I �• ` ` _ \ , "\• r .. / , 1 E.O.F. ELEVATION 1 \ n FEM\FLOODWAY LIMITS \ \ m 1 \ I ! � ` e • ` % / �. \ � \ � I i" r DENOTES DELINEATED � 1 LINEATED WETLAND LIMITS D(ITL O A (lYP) \\ e fr rj ` •Z C \ \ �, r r E CAPSSING /APPR ADIN6 FEMA FLOOD Y FILL 1 !rl \\ �.� I 5 1 / \\1� ' f r y 50' 100' 150' 4 ac�aD�z x.-o1.a � Data 07/06/15 sheet 4 cm 10 5:1 ITCH AME Clearwater r � .da, IA. eI. a- .. � ., — e � n In..lde- p�� � Grading, dHos .Q..Ir.. m sr G m ..p 1N -d nro.dk MR A_ Westwood I �. �. �,��l ar . • mars DR Horton Inc. - Mutnesota Cove >h and ph.. perT•a7a1w "IN A. wnA'Ie ecwe° e..Ls ern z-� Cinti.4 o/G Eresi0n Control FM peneu7s•.2 Ed.••Nr1e,ANeee•A DDSIree OMi ��y�.� TMFew pegw�s.so wua.BBep— Fnnd6 D. T3� Q PE ..e...r�"'6` LeO1nEt, Suite ).D(I we.ee•.tlA.hflrelel lfeMas Inc GAS 09/73/15 iA� 7•u 177!6 — a.v>m a,r.� e,/fie imkffine, Minnesota. 3.'ia14 Hugo, MN Pla1L L 7- F 02015 Westwood Professional Services. Inc. / u ' Call 48 Hours before dl in �- J ` 99 9= r•I IT� I I�rr� ` Y�~� `w__ I LRJ61 Common Ground Alliance 811 or call 11.com EMA FLOODWAY LIMITSr8' BITUMINOUS TRAIL IA D r LOOD L/ --IMA FLOODWAY UMITS 1 /—DELINEATED WETC14Ng OTE POND -1LOT LOT CORNEA ELEVATION EL=902.0 HWL-905.5 12 POND OM=892.00 I I 99 Lor NAGE DRAINAGE ARROW t 520.5—FINISH GROUND FkEYAT10N AT REAR OF PAD APPLICABLE ) `NNIMUM BASEMENT FLOOR �1 ELEVATION FRONT GARAGE SLAB ELEVATION 1 j NO: y DRIVEM'AY y74.0 II G J J 914.3 �. LO -GRADED FOR a.d aIFPERMR FROM 11 FNIFR NTGROUNDGAR GEESLAON E RFAR OF PAD ` TO FRONT GARAGE SLAB E1kVAlR11l 1 / +•..' Wo. M - GRADED FOR 82' DIFFERENCE FROM FNSI4 GRCUND EI.EVATON AT REAR OF PAD TO FRONT GARAGE SLAD ELEVATION. We . �OJT / r —"-y - \ L am.. N . IOXMT RAIANT �i / I \ NOTE' v l , � / / ` \ \ [ THE (1) ROR 0. F THAT EET BEINS LOW THE IS p ���//�. ' /'� •''� + ,l } I I ' / I/ 4\ / \\ \ ` �I t FLOOR ELEVATION. FIRST ERBT a`� �• i � � '/ `\\\k � ' .�.I<VII I I / C/I / \\�.� 1 1 +� I 1 TYPICAL LOT DENOTES SOIL BORING -a , i ! O ! 1 \ /, / °j• ^ t l a.�;_-SFO sl DENOTES SILT FENCE a DENOTES HEAVY DUTY SILT FENCE 0 \\�\ / �a , /� �� �4� , i g/ / +-� !� —480— DENOTES EXISTING CONTOURS `980— DENOTES PROPOSED CONTOURS ,��' V' .' 1 ¢ / 4 ;. i �r ►e 4 m i L - I -` _ j f�.o-0 DENOTES EXISTING STORM SEWER DENOTES PROPOSED STORM SEWER DENOTES EXISTING TREE LINE �APPROXIMATE TREE 9 OVAL M�IDENOTES EXISTING SPOT ELEV ATION PROPOSEDD NOTES ELEVATION NES BIO -ROLL EROSION CHECKS S E.O.F. DENOTES EMERGENCY OVERFLOW ELEVATION � i1 - � ;I I � � m` r ' r'� I' t=-/ ''/ '�, � �� q _` — • ��_ ,mss .j �r-/ � � DENOTES DELINEATED WETLAND Axe J j BOG T=om -_x-1.4 ` 4.! ( �� f FEMA FLOODWAY UMITS Ir If �r -fir - J I 't � � I I• I WO 911. i J i 911 1N(� 911.0 911.0 •�.r 919. I 91 .3 i I 919.2 G G I G G 91 /` �a60%---a- ON A A KW 4 ® I '``•� �. r{- I I�/ R 0' 50' 100' 150' Ir G i I c1- ~~ E-0 11 .� o i I U,{Yd2F :'03.tl'•7 6. 1 I ! >� o7/o6/is 93ReC 6 or 10 y.'�.�.�'� Clearwater Gr��, I...gmW,WY,N.7b..yspm6r—emir I r„epeTed fon du.e .'e..Na .d. &a 1 = • e a a -rd r�P!-B1m�AL res a W%twoo ...� ,� d N RVE orc a RG.9 aw vns DR Horton Inc. - Minnesota Cove 'Drainage Ona Flw. IB62M7"6l66 71XRA..6nm00i 6a.a�t ae r Erosion Control Pos PIMN7411= E6..P,4ft MN6WM _ �� a yy,�,.n..b��rk�1g�e C�+o�.i'n� WN 106619676166 .'......dR6..� Itrmr�{ Q "agm x ^c"v.'Ml w.uy B 50C VA t—.d Rh" -.d 5.4m we are 08/Z m >� 6r. 17716 — DL..1.. n ieus Lakeville, MlnneaDta 53044 HrigD, AM Man F 02015 Westwood Professional Services, Inc. P4 Common Ground Aillonce MWAV VIM MEMO • • Y, � � {� • � � !' 05. �,' ;.' �� .� ��� F`;����~*)Nil+#�AFW�raLOT camgR ELEVATION LET r i / l� /' lf* `������ •�r�16 -DRAINAGE ARRO -FINISH GROUND ELEVATION AT REAR OF PAD ( IF APPLICABLE LO -FRONT GARAGE SLAB ELEVATION DRIVEWAY U) - GRADED FOR 5LIf DIFFERENCE FROM FINISH GROUND ELEVATION AT REAR OF PAD WO, SWO . gRADED FOR &2' DIFFERENCE FROM FINISH GROUND ELEVATION AT REAR OF PAD TO FRONT GARAGE SLAB ELEVATION. NOM- 7HE (1) INDICATES THAT THE GARAGE IS FLOW OR 0.7 FEET BELOW THE FIRST .1 bI ELEVATION. LIMITS (TYP) �. ���- iii ::�►C���. Sze �.f:�' i �� 41+�' . / �.,��, �_ �� .. �!i' �'=� �• - :► ` t,� T ��•� ,r ra � M�Jf� � � . v illyFOA - OAF F< < �j�ll■r. r►J . w ' f i kf� 1/■ f 1 ,.>.w►, SL ' :96DENOTES EXISTING CONTOURS �DENOTES PROPOSED CONTOURS 0--n*-n DENOTES EXISTING STORM SEWER DENOTES PROPOSED STORM SEWER * �. B 4 \ I .--�Y.rY• DENOTES EXISTING TREE LINE I ! DENOTES APPROXIMATE TREE REMOVAL LIMITS I x X36.3 DENOTES EXISTING SPOT ELEVA11ON DENOTES PROPOSED SPOT ELEVATION DENOTES BIO -ROLL EROSION CHECKS mw o E.O.F. t~o.F. DENOTES EMERGENCY OVERFLOW I two $ +-at�32 ELEVATION S' 3 � � ` � DENOTES DELINEATED WETLAND I �i 4 d"i I �m 0 I FI mm o. I I !jI 1 1 OUTLET EL= ^'.az\ 9 �•. 2224: .'. "+ I °i 3 I r-- \. it HWL=902 's i:e9 1 i °� ! I I CONTRACTOR., N0647iINR<ST ASPHALT POND OM=892.0!6 e9a_5 ? G f>.6ax zoo ! ---- = 1 Il �d4a0 r REGIORO DRAVYNVR J �b-.s9 '92.22 - --- M COWOR TNG 7U CONS7RUCRON CORDS. v `,� s,7.6s ¢ �,�+ti, c U 7 , - t - "'� 1 BY Jarrod McCarty DAIS 03/08/16 9f A'9 _,�:\ P,2.,& I F.;2.Q \ 't'615p,2' yS L.P. r sm2 I wi.*igm nmraor�mtrmn c9o.7z s1 s x e9,. 7 \ 642 gTr•3 �� �j~ c I c e17.G I 919s 9 I I I . qC a3 FSLae 2 I+ 919.5 500 agar , FEMA FLOODWAY LIMI �S \ ! r I I J 1 t � �� LO e11• I I I I I I f __- _-_- 1 1 P'S.35 202.4 911. LO I} I I 10 17 GRADING CERTIFICATION R R 942 III NbDENOTES FIELD CERTIFIED GROUND ELEVATION 1222 - II !r n 91sa` e1aLz I IE I I I tl I I °° J Tti 907.:'iC \. _ i • .... _ - s- .__s ..,�. - e - --. - - , J912 ,. is - +s. Yom' a +r�T•r�'.•m ca •- srF.ra • ��E[ ��. w a -2SEL- 0 50 100 150 e0ey'.'9-- - 5.77------- }�r ns r�:_ I a 6 J l 07/06/75 sheet 7 or YO Je sJ .'l J q.3• earwater Qaain& [ �/ avtlry e.r es ps v px�a.4 p v m om q anl.l.•e �' d4>d .q..rd ad Wr 1 rm . dry e-.. ry44�NAI. PC6 >o Westwoo DR Horton Inc. - Minnesota ove �pa RrM f..xl.tTdA60 nee Maersn 9dw YT/.e/1. fMENA PAPofW/�Y 7 BPoG2 RELIbq!ffi � E+L �i� \..�lyl{iVl �I fe.xl mT.6me I., YY a..m �••� IilYa 20M LO *dclge CO.tlt, Suite ]GL1 Tdow. Freede A i eam D, PS Yl.pw. d n•hmon.I Sw kn h. � MMI16 Lf nm 1-716 - 1e -d at wL. bdd.t Jnf y�yi1(e, Minu®ota 55D" Hugo, � PIM � i I 9,9.7 1 G 917A 817.1 � I rry I I 1d I I 9 I 919.5 H.P. I ± 911.3 R I I I II If 911.5 R j II II R 811.5 ? II I II R g11.3 \ I I I I I I I I I I 917. I 1 I I I 7 I 911.1 I I I I� I I �I I 11,2 I I I.I R I I I I If �I R I 11 I Ir II 6 II I I R 91}.2 919.4 I I 918.3 919.5 G 917.1 I 919.4 I 919.3 I I I 919.a G I I G 917.9 G 919.E I I L. P.' :96DENOTES EXISTING CONTOURS �DENOTES PROPOSED CONTOURS 0--n*-n DENOTES EXISTING STORM SEWER DENOTES PROPOSED STORM SEWER * �. B 4 \ I .--�Y.rY• DENOTES EXISTING TREE LINE I ! DENOTES APPROXIMATE TREE REMOVAL LIMITS I x X36.3 DENOTES EXISTING SPOT ELEVA11ON DENOTES PROPOSED SPOT ELEVATION DENOTES BIO -ROLL EROSION CHECKS mw o E.O.F. t~o.F. DENOTES EMERGENCY OVERFLOW I two $ +-at�32 ELEVATION S' 3 � � ` � DENOTES DELINEATED WETLAND I �i 4 d"i I �m 0 I FI mm o. I I !jI 1 1 OUTLET EL= ^'.az\ 9 �•. 2224: .'. "+ I °i 3 I r-- \. it HWL=902 's i:e9 1 i °� ! I I CONTRACTOR., N0647iINR<ST ASPHALT POND OM=892.0!6 e9a_5 ? G f>.6ax zoo ! ---- = 1 Il �d4a0 r REGIORO DRAVYNVR J �b-.s9 '92.22 - --- M COWOR TNG 7U CONS7RUCRON CORDS. v `,� s,7.6s ¢ �,�+ti, c U 7 , - t - "'� 1 BY Jarrod McCarty DAIS 03/08/16 9f A'9 _,�:\ P,2.,& I F.;2.Q \ 't'615p,2' yS L.P. r sm2 I wi.*igm nmraor�mtrmn c9o.7z s1 s x e9,. 7 \ 642 gTr•3 �� �j~ c I c e17.G I 919s 9 I I I . qC a3 FSLae 2 I+ 919.5 500 agar , FEMA FLOODWAY LIMI �S \ ! r I I J 1 t � �� LO e11• I I I I I I f __- _-_- 1 1 P'S.35 202.4 911. LO I} I I 10 17 GRADING CERTIFICATION R R 942 III NbDENOTES FIELD CERTIFIED GROUND ELEVATION 1222 - II !r n 91sa` e1aLz I IE I I I tl I I °° J Tti 907.:'iC \. _ i • .... _ - s- .__s ..,�. - e - --. - - , J912 ,. is - +s. Yom' a +r�T•r�'.•m ca •- srF.ra • ��E[ ��. w a -2SEL- 0 50 100 150 e0ey'.'9-- - 5.77------- }�r ns r�:_ I a 6 J l 07/06/75 sheet 7 or YO Je sJ .'l J q.3• earwater Qaain& [ �/ avtlry e.r es ps v px�a.4 p v m om q anl.l.•e �' d4>d .q..rd ad Wr 1 rm . dry e-.. ry44�NAI. PC6 >o Westwoo DR Horton Inc. - Minnesota ove �pa RrM f..xl.tTdA60 nee Maersn 9dw YT/.e/1. fMENA PAPofW/�Y 7 BPoG2 RELIbq!ffi � E+L �i� \..�lyl{iVl �I fe.xl mT.6me I., YY a..m �••� IilYa 20M LO *dclge CO.tlt, Suite ]GL1 Tdow. Freede A i eam D, PS Yl.pw. d n•hmon.I Sw kn h. � MMI16 Lf nm 1-716 - 1e -d at wL. bdd.t Jnf y�yi1(e, Minu®ota 55D" Hugo, � PIM a 2015 Westwood Professional Services, Inc. / / o\ / �' / • ►�/ I m i L. I_ Call 48 Hours before digging:ng: J/ ') II or =11811.com Common Ground Alliance � !/ �t � li I ' � �. �® /-��- 1;1! • sea � ` 1 _ r � rela � }� �J� ! � �/ 11 •. j` ��'7` , / % A 5 r� ! ' �, �.. 'p+B / LOT OORNER ELEVATION IAT NUMBER DRAINAGE ARROW szas vwlrl R OF P EELEVATIONR REAR OF PAIL p I / V ' • 1r 7 ' f +f '! �I ;r1 1 // i�.?i ` / �� m LO 17. 1 IR APPLICABLE a f D BASEMENT FLOOREV ELEVATION � FRd1T GARAGE SL116 E1FVAl10.Y r a, ORIVEWAY FEMA FLOODWAY LIMITS 0 ! t LG - GRADED FOR 5.0' DIFFERENCE FRDM i r- 13'F♦1 i 1 i I ' 1 \\ \� \ I I Yf FINISHGRONT UND ELEVATION SLAB EIAT REAR OF PAD gmi I. 1 I a1i.O I I I' i f � •//� �9. \' 1 WM SMO- GRADED FOR E.z' DIFFERENCE FROM FINISH GROUND ELEVATION AT REAR OF PAO 11.3 LO ;I r / n \ \ 4( TO FRONT GARAGE SLAB ELEVATION. YW - .AIAauT +y �; I I I G 11r 91r.a / / / ♦1�i 1 MF . uTwmT _ ♦ ae o, /W I 916. 6 r'��_ �'. /�f11 R . RAum r 1 I 971 WO lV(1 911. 911.0 911.0 + J I , UP. CA R q,*� / ,\\ - /� j1 J \ sD -WE u7oewT 97 .3 i i C 919.2 G 979.2 }II O.BOX b O.F. ./ / 1 ; i 41 THE (1) INDICATES THAT THE GARAGE IS a y ` _ _ / / , �J 1 B•GCK OR 0.7 FEET BELOW THE FIRST .17-77- _� // G+ /// \ FLOBi ELEVATION. TYPICAL LOT � - N A __ A K A E� Liu rr _ 6. `! •�;./ i \ \ 55l R Ii I R 917.6 11' 2 �\ `"'W"`\ g / L \ 1 I \ DENOTES SOIL BORING w m � \ y ^2 � i` l Q rr3 / _ \;`'t IW {r // h �,'� EUNE D WE D r AsRr - DENOTES SILT FENCE --.4.HDSFr .LT DENOTES HEAVY DUTY SILT FENCE 980- DENOTES EXISTING CONTOURS X980_ DENOTES PROPOSED CONTOURS ! t / Q. 8• � \ / `�� `� �,� / _ +� _ n-"-0 DENOTES EXISTING STORM SEWER ' n a ` ! + ♦/ �\ - ;�\` / / / . - ` { ■---»� DENOTES PROPOSED STORM SEWER DENOTES EXISTING TREE LINE DENOTES APPROXIMATE TREE REMOVAL UMITS c2� ._ �-- - // � •� `+ \� + / / N \ .856.3 DENOTES EXISTING SPOT ELEVATION 1 N o E.O.F.' /� 4 \ ^G �+ DENOTES PROPOSED SPOT ELEVATION 5 ^ g\ \� ` �`+ �j \ DENOTES Bio -ROLL EROSION CHECKS DENOTES EMERGENCY OVERFLOW E.O.F. ELEVATION DENOTES DELINEATED WETLAND 9t y I •'I -- - I' i / , � X54'/ / �! a � f r �r II rr IQ72. I _ z.aa A - = I 1 r 1� r r7.• L� r � \ s / / l � �I � 9F=3 L.P. i -7 I w �2 • A ILI + LO err• I + 9n. LO III I I I I I I - -- ---- J s - + L_ �� \ , L � �. Y ,! ar I I .I I ,�.. ! °i � ! 1 I� , i I � iy ! � � c• `� t7 J�. •-- ,_�� , er. Ali. b -.ds, g � t j,� - :sl+r sWt��w _ �'9 � _ _ A c - - - - t'�9f.'�;�. . s- .a L ~r. - - _ �+ �- f 3�iF f ' 7 / r � ti - f- � ` � _ ✓° _ „' L � �• � � �J � 0' 50' 100' 150' \•tir Y\ ./� % \� ./r � �tl� �� .Y ./ � I �/ \�� l \ \ � J 1 DDa4r_zvvFOs.: q fleLe 07/06/15 I•ReeG 8 OF 10 p�w���g\ /� Clearwater Grading WGW7�>Y7•V�M ■..y..■h ■r rrF�vrraha.w.r•� p a dl4 a.pw.IHo..wi $r■ R ®■ d$ e�.d FATALE RYA..• 1!� II • EYCWR ..a,.• •, 1.w d a. W.c, d IAIm•.,r A.R791,a an A F�tD w elra Cove Drainage and P■•• ,■aT.s,� , °FB DR Horton, Inc. -Minnesota Erosion Control F. em; aa7-F E■w, pmft■IN RMC OIMI MM•. Ra■Feax w w■Wwoetlpxam Fisods b. Frigeu W. PE - 20660 Sfeu% litsdip CBUE� Suite 100 wws.■oenan rm■I N■rrm IM 08/20/15 F9.nr Ne 17716 - -p' °ice` LWkevllle. MiFmeaoiR 55044 Htl�. MN Plan f I - + G I 919.5 I G 919.5 919.7 G I a 919.7 I1 971.5 R 10 9 H�P. Illi I+ 911.5 R I�ffI R 9tts I I I I R 911.3 I I I I I I .4 = - 17.7 I I I I I I I I I I I i R 971.2 7 1 I R(911.1 I 919.4 I I 919.3 G I C 979.5 i G 919.4 I I O 914.7 y -J 917.00 N► N.- �EN Q rr3 / _ \;`'t IW {r // h �,'� EUNE D WE D r AsRr - DENOTES SILT FENCE --.4.HDSFr .LT DENOTES HEAVY DUTY SILT FENCE 980- DENOTES EXISTING CONTOURS X980_ DENOTES PROPOSED CONTOURS ! t / Q. 8• � \ / `�� `� �,� / _ +� _ n-"-0 DENOTES EXISTING STORM SEWER ' n a ` ! + ♦/ �\ - ;�\` / / / . - ` { ■---»� DENOTES PROPOSED STORM SEWER DENOTES EXISTING TREE LINE DENOTES APPROXIMATE TREE REMOVAL UMITS c2� ._ �-- - // � •� `+ \� + / / N \ .856.3 DENOTES EXISTING SPOT ELEVATION 1 N o E.O.F.' /� 4 \ ^G �+ DENOTES PROPOSED SPOT ELEVATION 5 ^ g\ \� ` �`+ �j \ DENOTES Bio -ROLL EROSION CHECKS DENOTES EMERGENCY OVERFLOW E.O.F. ELEVATION DENOTES DELINEATED WETLAND 9t y I •'I -- - I' i / , � X54'/ / �! a � f r �r II rr IQ72. I _ z.aa A - = I 1 r 1� r r7.• L� r � \ s / / l � �I � 9F=3 L.P. i -7 I w �2 • A ILI + LO err• I + 9n. LO III I I I I I I - -- ---- J s - + L_ �� \ , L � �. Y ,! ar I I .I I ,�.. ! °i � ! 1 I� , i I � iy ! � � c• `� t7 J�. •-- ,_�� , er. Ali. b -.ds, g � t j,� - :sl+r sWt��w _ �'9 � _ _ A c - - - - t'�9f.'�;�. . s- .a L ~r. - - _ �+ �- f 3�iF f ' 7 / r � ti - f- � ` � _ ✓° _ „' L � �• � � �J � 0' 50' 100' 150' \•tir Y\ ./� % \� ./r � �tl� �� .Y ./ � I �/ \�� l \ \ � J 1 DDa4r_zvvFOs.: q fleLe 07/06/15 I•ReeG 8 OF 10 p�w���g\ /� Clearwater Grading WGW7�>Y7•V�M ■..y..■h ■r rrF�vrraha.w.r•� p a dl4 a.pw.IHo..wi $r■ R ®■ d$ e�.d FATALE RYA..• 1!� II • EYCWR ..a,.• •, 1.w d a. W.c, d IAIm•.,r A.R791,a an A F�tD w elra Cove Drainage and P■•• ,■aT.s,� , °FB DR Horton, Inc. -Minnesota Erosion Control F. em; aa7-F E■w, pmft■IN RMC OIMI MM•. Ra■Feax w w■Wwoetlpxam Fisods b. Frigeu W. PE - 20660 Sfeu% litsdip CBUE� Suite 100 wws.■oenan rm■I N■rrm IM 08/20/15 F9.nr Ne 17716 - -p' °ice` LWkevllle. MiFmeaoiR 55044 Htl�. MN Plan F ®2015 Westwood Professlonof SenAcea, Inc. 142ND STREET ONEKA PARKWAY 940 p:µ �� 00 � N Sao vin c, R 'oR �.A c4a -A N 0-:R � CL Po v:m � �� h� l -1.n, e.Q 40 Mo. - 4.0- o0- ca Aay ti6i of til r\ - Nti. �'rd. .N 1p. +i.^ 0.n ..•^ ti'W - 1j^- Ii.. .: 'fo, h'{o. "]I�.. V1�. - ..t�. - �`KI 9 " 40.00 :VC 4d00: . ......:....................: . . 'H.�P.":ELEV91-726....,.:.,,.......:H.P-£LEV--977.F1:�.:.... r.,,....,..:., �... ..: �... 935 H.P. STA.- 4+99.97 - H.P. STA -.8+650D - - PW STA - 5+00.00 PW STA -.5+65.00 -PW-:ELEV-9!7.:31 :.. . - ': Part ELEV -.977."77 ... .. ....... ....... . ;AD. --T.20X-� - - A.0 -L20:'-> 925 K - � PW STA 13+5ap0_'� _U� T9 K ".3333 '- .. . P9c 4+$0.00. ?�.:. . :....:.. :...PVC"= a+45DD `��` .. .. :PW. ELEV.=.:.918."3:34'. .... . 925 - " Pvr = 54.2000 _ :� - PVT. -8+85:00 9 - - - ELEV.='917L.D. 1` : ELEV-:817.6,5 : `\ ..-.. ... iELEV -'91-7.20. ....�� ... ...... ....ELEV =.:917.65..... ``Z - .. . - . .. - .. .:... 920 915 DsoX -aeo>r DaDX -asoz 0.60" roRoo' Vc �� _ 5aoD vC 15 9 �.-R-ELEV 918.33 9Ib.52" -' - L.P. SLTEAV 5'781-k0.00 . .. ........... 1. ' LP. STA:=.3+23QR .... i L FLEV - 910 PVL 'STA- = O+99.12.. �. . - - - - % L.P. STA -6+45�0a ' .. `' � ...PW STA 5"70+6L1�6L:_ PW STA = 2+96.00 r PW ELEV:= 920.04 : -i 1 PVF ,STA- = 6+4500 '\ PW ELEV = '916.ff0 - - 905 LPW ELEV:- 9!6.10 PW ELEV = 91645 1:209 ., - AO..=z60%.--- .,,...,�-A:D.:= i:2oR..._..... -,.., ...K--41.67....... .. . : 905 K - ` a 46 - K 41.67 - PVC 10+35.00 ... . - ' - PVC = 2+46.00 - . - PVC = 8+2a OO .PVT 10+8.x00 ............. 900 . ....... ...: PVT =- 3+"4A00...: r. PVT-. 5+70:00 : - - .... - ..:, -ELfiF = 976-'75: . ELEV - 917.10- - ELEV = 916.60 - ELEV =- 916.75 895 ELEV - 856.40 ELEV = 91660 895 0 1 2 3 4 5 6 7 8 9 i0 11 12 13 14 142ND CIRCLE Westwood r ,Y.��,.�y_-.d.% 1 �a - -��.�® 0 -0. tl. I.- at 16 eN�e. or m 7cM cin t dCle eoNYEnT9 "AS 4r Er4 nMR l 7 MM e6. "S °`r°°* °1O DR Horton, Inc. - Minnesota Td rdddl U7410 ENn PrdrV, YN 6B ea mw- eeedled�a�sc wwtlomp- Pra6rL A F1e8m q P¢ anwm axR 20M KenbeAdr Gouft� Suite 100 vw.nwoa nermYrrrr .� �� mr 03/08/16 17716 - e®d D -IM urMm 3M yakedli1e, lameAou SM" L CMTRACMR: tMM*UT ASPHALT DY4A W61K1 C Old W TO CDNS7RUC710N REMRDS arJe� dMcCorty DATE 03/08/16 Clearwater Cove AIN Call 48 Hours before digging:. 811 Cr C4311811.COM Common Ground Alliance 0' 100' 200' 300' uuvoumwul.d g DO. 07106/15 sheft 9 or 10 Street Profiles EVERGREEN AVENUE STA 1+00.rx�-8+47.87 143RD COURT 8+47.ry87-18+74.09 ONEKA PARKWAY 4 945- -Q, -�01 w61 .p �. 5a0D' vc - 50:00' VC -. V.q . pp - .. '.. 'LP: -ELEV'='916:54:..... ' .:.LP, ELEV. =:.915.90:...':. - ....... a . . L.P. STA 1#4i44 - L.P. STA - 5+7650 ] U.-' Tar 6�6r O,q Ol6! �. a. 4 6f 0-r Cm Oi ` 'PW STA R. f+34:00. ;PW STA - 5+7650 N �6r 'A,ar 6s OI ll .PW -ELEV = 91622.... . PW ELEV - 91582...: . �.. +,AD -=-2.609 .. AD _ f - i 4167 1.20X_ i - :. '. 61 Ln K 4922 - r+09.00 PVC,- -,pyC=.5+51sa 4 a . PVT". Y+58.00 PVT = 5+05.50.1 - 1 .. _m _w �Y ':7. .7 �. �'N 4.� i, ELEV =: 97672. ELEV = 916.97 i ELEV ..::91!6.97 - - ..�. .ECFV =' 996.3? 00 + .0.609 ... -. - -0.509 0.60N, _ - .. � 4600 ic ... -'Tar' Sar ct Oi. Oi,`l+�i Crm 'qGr Ci 61' OIVr C.W c",;61 - � H.P ELEV -= $1-A79-..- coq - Qe1 0-4! 0-q' . �6r NMOsm 4+05.02- PW ELEV = 920.89 - -t="_ftr STA -' 4+05100go-. ..... - . _it = .. L PW ELEV - 91785 - - - .... 90�" -A.D.. - -1.209 .Oral ..... "x =.' M..2q .. ...... .... ro'ia..'eo..emd..,v .. , q" gq - PW = 3+85.00 . ji. 33 y`_�• 'H,P. ELEV -- 817.15 .. H.P. STA 6+01.56 .. ..., _ ..,. -.---. 70.06 VC PVT = 4+25A0 ......... .., ., .... _ .., .. :' .... '.'REV- 917.'73"'.. ... .y d ..... - K = 41.59 - = K = 3d39 PIC = 3-1-87.00 "�- - PVC = 5+7, 00 ..l ..... ... i PVE-- 6+!1.00 - - :- ELEV = 917.73 ......... 1 2 3 4 5 6 7 8 Westwood r ,Y.��,.�y_-.d.% 1 �a - -��.�® 0 -0. tl. I.- at 16 eN�e. or m 7cM cin t dCle eoNYEnT9 "AS 4r Er4 nMR l 7 MM e6. "S °`r°°* °1O DR Horton, Inc. - Minnesota Td rdddl U7410 ENn PrdrV, YN 6B ea mw- eeedled�a�sc wwtlomp- Pra6rL A F1e8m q P¢ anwm axR 20M KenbeAdr Gouft� Suite 100 vw.nwoa nermYrrrr .� �� mr 03/08/16 17716 - e®d D -IM urMm 3M yakedli1e, lameAou SM" L CMTRACMR: tMM*UT ASPHALT DY4A W61K1 C Old W TO CDNS7RUC710N REMRDS arJe� dMcCorty DATE 03/08/16 Clearwater Cove AIN Call 48 Hours before digging:. 811 Cr C4311811.COM Common Ground Alliance 0' 100' 200' 300' uuvoumwul.d g DO. 07106/15 sheft 9 or 10 Street Profiles EVERGREEN AVENUE STA 1+00.rx�-8+47.87 143RD COURT 8+47.ry87-18+74.09 ONEKA PARKWAY 4 945- yy lcyy tN� t�STA pp [��- r7w hb- -0-0 ,2 �T2 -� 1�0 -,n [.7 N)w 7Y1 C -A 1A A'n - nl� ]m "1'N nN "'1'n O^ NA N�^ �'� vh ,v� Nry h.1ri 4 1�p - :1d . s=.rd '�'.ri . '.rd 470 r"i:.0 .. r1 �940 "d �.�d il\ aifd O:Od ..pili +:1i "]. 'O.. '6.- '] `]..--cU--r.,,"�� 6 fM- N� Tr m'f1 �- .. a RS Q�yJ .. N. W z :ln .. 114 .. 'N rnY N� M:� V.q . pp - ^ G "vi ah tiVi .. . -• qdi goo ••� O l 6r 1N V 6;; SAA Cr 61 Aq 0161 N6r 6�a1 '.Or 0-r 01 Orq W`Da- Cal ] U.-' Tar 6�6r O,q Ol6! �. a. 4 6f 0-r Cm Oi h N IM -ot'q N N Qf Dr QW N �6r 'A,ar 6s OI �N �Jv p V� �w .y LnIn to 'nom Nn -)A M � - >\.�. 4.� �.. . - . 50.00' VC - - 40.00' : - ��"� - 40.0 VC '.. '. .. : o 'N N 'N N17 �.h n� .� T 9 5 141ST STREET ...� o ol ,..L.P- ELEV = 9f6.60..'.............H.P,E6EV -9f7.02 ... LP.-ELEV -'916.68 - � EV H.P. ELEV = 920.83 - :....:... "}i.P.STA="i6+2&2d,.. _m _w �Y ':7. .7 �. �'N 4.� ._e1- �:C SO 0-i "(Sa --0-1 Jl'1G _ n:t � O:nl } °` _ L.P. STA = 6+00.05 : HP- STA = 6+91.94 L.P STA - 4+11.95 PW STA = B+QO.DQ. PW STA 6;92.00 PW $TA r 16+28.10: -'Tar' Sar ct Oi. Oi,`l+�i Crm 'qGr Ci 61' OIVr C.W c",;61 GIW 'T 6; 6161 6� irW OrVr 0161. x'41 0, q, �q L� coq - Qe1 0-4! 0-q' _ - m h _ n �6r NMOsm PW STA - 4+12.00 = "'PKELEV-'976.60 'PWELEV--916.53-.-.. '.. -PWELEV= 91708 PW ELEV = 920.89 - Or Of '."m Qr 0-r 0-i el Or, 93 9 5 r�`rti �yi� +moi �'N.. ^ N^ v. .... -. _ �...- A.D. "_. T _ .Oral .... ro'ia..'eo..emd..,v .. , q" gq W A.D. = 1.20X-� A.D. = L2DX -A.D. = -1.208 `1 -K 41.74' '. i ji. 33 y`_�• 'H,P. ELEV -- 817.15 .. H.P. STA 6+01.56 .. ..., _ ..,. -.---. 70.06 VC -ala .-. Dl7 l� ......... .., ., .... _ ..... -.-., _..... �� .'rim aim c',c`a rnm c i + .y d ..... - K = 41.59 - = K = 3d39 PIC = 3-1-87.00 "�- - PVC = 5+7, 00 ..l ..... ... i PVE-- 6+!1.00 - - PVC =K18+08.20 ... .. ......... 5 '. 92d - - PW STA =, 1+00.00 i . .. -e - - - W ELEV S S a a _ PVT - 4+37.00 PVT = 6+25.00 \ : Pvr = 7+12.00 `, PELEV f6+48.20 77 : 50.00' VL^ - _ '^.� - 40,00' VC L.P. ELEV = 912. L 2,qg� P STA - ff ........ ELEV = 976-75 - \ : ELEV - 916.68 : '' ELEY = 916.96 : ELEV = 97668 .. `' : ...... - i..FLEY•- 9!6:96.... . FLEV _ l , .................... _ ELEV 77 .......0.60X.....-.9?D. ... -RW ELEV.= 91727. ..:: . - .... ...,....,.... L.P. STA = 12+78.97 'STA' -0.609 - - ..... - 920 9 ..,. - - PW ELEV =5 9299` _ _. ...- .. -- --'-- . 2- 1:2 T ` .Op 0.67% -a60X a60% -0--609 '' D.SOX -R60X D0 OD .... --....L.P STA = 24+ - - =-i.60X-� PW STA -1+3400_ f�tJ pW: STA 9+43.00-... �" ..:... ....:.... :.:.: ...1 .'...,.. ..:....: '_.-- '.___.- - - --- _.--...-. _...,.-., .PW STA- =T8+74:09-;'..- 91 910 - PW ELEV= 916;2-7- dh �40.af 17C40.00•VCc 'PWSrA 8+85.00 . : - -- -- 925 ---_ --Pw-ECEY=-9rs.-4l �_ K - 79.22 `1 6 5 4 3 2 1 H.P. STA = 15+Oa33' PW = 91Z07 V= S Ay �.... PW ELEV_ PW STA = f5+5x00 rA = 19+30.00. PP.W PW ELEV = 91222 910 9255 ... .. LP: STA, 1+49.81 'Hy. yrAHR _916.43 -d+ }= P_' -'5+00:04.. ' ...... - . � .. , .:... .. ..........: . .. . .. . � - _ - - - , - .... . P.W .ELEV =.:970.42:...._ . E1fV =- 812.82.-...... .... D PW STA = 1+36.54 i PW STA - 3+jao,01 % PI4STA`= 5+BD.fla--._----rPW-'?7.�- Y .. PVT :3+60.50 'ELEV 977.32 `1 - _ : PVT 6+.40-00 - ELEV PVC = 9+fa00 PVC = 7f+95:00 AD. _ �1.22X-- PW ELEV -= 915185: - r ! PW ELEV = 917.13 - PW ELEV - 917 T5 i PW ELEV - 91706 1 - - i -A.D. = 1.20X - K = 41.67 : A.D- = -1.20R , r .. - 905 .. ... . 1.PW '= 2.61X. `-A.D. -' -1:20X' ... - i : `-A.D. - -1.21# ..:. - .. - � PW-STA'=8+10.00..... . = 917, f2. ...:.... ELEV. 916.77... - - >�. .... ...:.... PVT 9+80.00 1 - �� PVT - 73+0500 -'-... "' ":ELEV - -: - K :. 32.79 '`���' - - - -- . -. - . i P.VC = 15+250Q .L X - 3. 33- ..:.Ply'= 19+.10.00. } : :... K =-19.15 K = ,33,R4 - - K = 3,3:27 PW ELEV = 916:37 920 0.6QX - ELEV 914:57"" = - 91027 = 909.51 .- PVC = 74+80'00 PVT = 75+2600 PVC .= f+1654 PVC = -!+1500 : PM = 4+80.00 - 1 PVT = 15+75.00 .. PVr.= T9+70.00 r ' ELEV - 912.37' cL 00 .. ... PVT '_ ;1+81:54 - " " "PVT _' S+5500 ..... PVT- S+20-00 - - .. ....: ..... . -ELEV - ELEV 914.57. ; FLEV _ :- ELEV = 91 ELEV = 912.701 - 916.35 ELEV. _'916_94. ELEV - 915 _-.. -�._ ....'ZOO,Y X ELEV =: 916:00 ELEY =-916-94 ELEV.=:9f7.D1 - _ - E = 7 V" 91 Inc ... : - l- 8955 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 Westwood r ,Y.��,.�y_-.d.% 1 �a - -��.�® 0 -0. tl. I.- at 16 eN�e. or m 7cM cin t dCle eoNYEnT9 "AS 4r Er4 nMR l 7 MM e6. "S °`r°°* °1O DR Horton, Inc. - Minnesota Td rdddl U7410 ENn PrdrV, YN 6B ea mw- eeedled�a�sc wwtlomp- Pra6rL A F1e8m q P¢ anwm axR 20M KenbeAdr Gouft� Suite 100 vw.nwoa nermYrrrr .� �� mr 03/08/16 17716 - e®d D -IM urMm 3M yakedli1e, lameAou SM" L CMTRACMR: tMM*UT ASPHALT DY4A W61K1 C Old W TO CDNS7RUC710N REMRDS arJe� dMcCorty DATE 03/08/16 Clearwater Cove AIN Call 48 Hours before digging:. 811 Cr C4311811.COM Common Ground Alliance 0' 100' 200' 300' uuvoumwul.d g DO. 07106/15 sheft 9 or 10 Street Profiles ONEKA PARKWAY 945 945 'cam m7 am o ^]N �N �Jv p V� �w .y LnIn to 'nom Nn -)A M � - >\.�. 4.� Nw WI� O1 1f) ten 'O m 41.. N'1-. O N N -,.N f\ Nj N C:0- V4 N .N 'b a� ,1N Ch M t�, -YS o 'N N 'N N17 �.h n� .� T 940 ulh hb. 1<a F o:� :irk .:.� ^i fO. C, -'r0, U: V o -.W C:V) ^P �?'].. ^'H "'-i _m _w �Y ':7. .7 �. �'N 4.� ._e1- �:C SO 0-i "(Sa --0-1 Jl'1G n;h M) [Q- T� n:t �C- n�nl O.11l N O:nl R•N �S,Lr�rj...hi: .. 940 -'Tar' Sar ct Oi. Oi,`l+�i Crm 'qGr Ci 61' OIVr C.W c",;61 GIW 'T 6; 6161 6� irW OrVr 0161. x'41 0, q, �q L� coq - Qe1 0-4! 0-q' x,01 aCh -or;a �6r NMOsm Dr.0. Qi M Or Of '."m Qr 0-r 0-i el Or, 935 'd 00' vc 50.00' vc935 .. .Oral H.P.- ELEV -917,38. ..... N.P. STA 'H,P. ELEV -- 817.15 .. H.P. STA 6+01.56 .. ..., _ ..,. -.---. 70.06 VC -ala .-. Dl7 l� ......... .., ., .... _ ..... -.-., _..... .�. ..,.. .-- .. .....---. SR Op• VO - o .. . . -3+16.08 PW STA 3+33.00 - PW STA - 6+15.00 '- N.P. ELEV = 914.92 L.P. ELEV =908.43 50.00' VL^ - - 40,00' VC L.P. ELEV = 912. 930 PW ELEV = 917.48 .... ... -RW ELEV.= 91727. ..:: .....: . H.P. STA 9+4500 L.P. STA = 12+78.97 'STA' 4aff VC ...H:P. ......... , LP".'. ELEV -.910,50. - - - .Ta P. ELEV y 912.76 ... .... --....L.P STA = 24+ - - =-i.60X-� A.D. _ -2.60%-� pW: STA 9+43.00-... PW _' 72+5x00... ELEV =,9!0:66...... L.P. STA =-l5+5600 P, STA = 19+50.00' PW STA := 20+ dh 925 _A:D K-= 3442 `l - K - 79.22 `1 PW ELEV = 915.27: PW ELEV = 909 f7 _. H.P. STA = 15+Oa33' PW PW STA = f5+5x00 rA = 19+30.00. PP.W PW ELEV = 91222 �1 9255 .. p.VC =.3+05.30- - `i- i .. ....:..PVC - 5+90- o0 . !, .... - _ - - -- - . - - ...A.O..._ .-4.00X- ..... - K--Ty.up,.11 -A.D. = 2.62X-1 K = 41:98.<11 .. STA = 15+00.00 'PW EZEV =:970:72. .. ..... . P.W .ELEV =.:970.42:...._ . E1fV =- 812.82.-...... .... -A.D. -_ - 1.20X....6. i .. PVT :3+60.50 'ELEV 977.32 `1 - _ : PVT 6+.40-00 - ELEV PVC = 9+fa00 PVC = 7f+95:00 AD. _ �1.22X-- -A.D. = 1.20X - K = 41.67 : A.D- = -1.20R , r .. K = 47.57 Q r p 1 -20+75-Od9 = - . ELEV-=.W20- ..:. `l. = 917, f2. ...:.... ELEV. 916.77... - - >�. .... ...:.... PVT 9+80.00 1 - �� PVT - 73+0500 -'-... "' ":ELEV - -: - K :. 32.79 '`���' - - - -- . -. - . i P.VC = 15+250Q .L X - 3. 33- ..:.Ply'= 19+.10.00. } : :... - '- PW,v .20+75.00 920 0.6QX - ELEV 914:57"" = - 91027 = 909.51 .- PVC = 74+80'00 PVT = 75+2600 1 PVT = 15+75.00 .. PVr.= T9+70.00 r ' ELEV - 912.37' cL R 915 .009 _6.609 .. - ELEV 914.57. ; FLEV _ :- ELEV = 91 ELEV = 912.701 ELEV = 912.37_. - 915 _-.. -�._ ....'ZOO,Y X .. , . ... E = 7 V" 91 Inc ... ELEV -912.70- _..- l- vc 150.00' _2 �X E�1Ev_aioso .` ! 6609 -a6o9 asox 910 l STA = T+34.Od iLPW' ,1...'PVl'ELEV .91fi:29 - L.P. ELEV - 916-40 -- - - ......�L.P ELL=.4+59:47..L.P•. ELEV-= 9!3.72,"../ '. +':.� - -- Q.62X -0 .. __ ...... ... 10 - r - . - PVT .STA' = 4+52,02 ..... ... LPA SFS = 8+30.00 - r - �-' ... ,f �.�. ... 1 .. - ......... - - -' ........ - -. - - .. -~ . i _ i PW ELEV = 91fi.29 V = _PW STA:--84jaoO�+ y f - ��` �- -�- - - - - - 90 � PVT STA - I+Oa00 ..;.... �_PW _ PW ELEV,-, 912.97 r` -- 905 PWELEV:_'91&'97... - N = :31.47. ... ..... 0-.O.-400-' -37.50 _f... 1 -._..- -----------.- . . .. ... .. ....,.....- 900 PVC '- 4+22.00 : K = 900 _ PW:= .7!55OP.:....... .. ....:.. . ELEV = 9f8.59 PVT= 9+0500 ELEV-= 916.47 .. . 895 ELEV = 9!4.47 - 9$ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Westwood r ,Y.��,.�y_-.d.% 1 �a - -��.�® 0 -0. tl. I.- at 16 eN�e. or m 7cM cin t dCle eoNYEnT9 "AS 4r Er4 nMR l 7 MM e6. "S °`r°°* °1O DR Horton, Inc. - Minnesota Td rdddl U7410 ENn PrdrV, YN 6B ea mw- eeedled�a�sc wwtlomp- Pra6rL A F1e8m q P¢ anwm axR 20M KenbeAdr Gouft� Suite 100 vw.nwoa nermYrrrr .� �� mr 03/08/16 17716 - e®d D -IM urMm 3M yakedli1e, lameAou SM" L CMTRACMR: tMM*UT ASPHALT DY4A W61K1 C Old W TO CDNS7RUC710N REMRDS arJe� dMcCorty DATE 03/08/16 Clearwater Cove AIN Call 48 Hours before digging:. 811 Cr C4311811.COM Common Ground Alliance 0' 100' 200' 300' uuvoumwul.d g DO. 07106/15 sheft 9 or 10 Street Profiles ,'2015 Westwood Professional Services, Inc, wiML PLACEMENT AND � gGO ROCK CONSTRUCTION - :. CONSTRUCTION OF A ENTRANCE SILT FIENCE H.+U=E SOL OF POND cREEI. -OE OF OUTLET ELE"..TION- 102.7 ^'1 10.1 it 2-0' COP -'1 E'_AL LINER BENE .TH OUTLET ELE"ATiON, LASE yrPOND GRADINC DETAIL ..W I GDO6 ij r -3A32 CONCRETE SIDEWALK 4' CLASS 5 AGGREGATE RASE (1005 CRUSHED GRAVEL) COMPACTED SUOGRADE CONIC, WALKWAY NO SCALE BLECRCATIOM WEh4m.wT°,e��A�°aeK ro �.wmn Bl "AwrortlxoA menAwGL'relmx M*ftoa NETLA1 IL--E1190NB I InNrlm nw wn17Ae TDP aF TM: Poor FA676N® W1M 9N' GMIE RN67BwM0 NYL dI1Y1m1[lt5 NA6xMY11eLWl6E iPA1Pe I GRGOh-p ALLCY.6YIGf &'.,LLif eA1G I - 1 PORT W76YL9 T ,' T POSF INSTALLATION _ maxr®le w xrcxr d.uw rQr.ee.: ewe Imrilr3 Gip66 N1H6s+pL'Y & 1-'T7NIYOPBIl1PPIEIxeIN/nl. g MGOWETLAND BUFFER MARKER n TYPICAL PAVEMENT NO SCALE 1 1/2" BIT. WEARING COURSE MNDOT SPEC 2360, TYPE SP 9-5 WEAR COURSE (3.B)(SPNWEA340B} TACK COAT, M^DOT 2357 2 1/2" BITUMINOUS BASE COURSE IANDOT SPEC 2360, SP12.3 NON WEAR COURSE (3.B)(SPNWB3308 ) 12" CLASS 5 AGGREGATE RASE (1005 CRUSHED) 24" MNDOT 2211 CUSS AGGREGATE SUBS -BASE (1005 CRUSHED) 4EOTEKTILE FABRIC FOR MAY y nA7c NGS TYPICAL TRAIL .,"HUGO SECTION -- 7 r�r 7 Lor PAaxE _ �r P�JPn[c+,w —; rt'c w sTerTT~ LOTLOTBEN BENCHING DETAIL NO eG LE ONEKA PARKWAY TYPICAL ROAQWAY SECTION STREET 9 (9+50 — 17+92) 60" ROW NO SCALE Westwood PnIIM OR::7-6160 MIAep 0— F� (G611 GG7-6GG2 ENA M I MN 66441 IYFiAA 0ael G67-8160 W.IONDWIN.mlm YLVauemGd PMNW- 1fM6l III URO III GUTTER TRAIL STREET 6 (5+60 — 1350) & STREET 7 & 8 ORB @ CUTTER STREET 6 (1+00 — 5+60) & STREET 9 (1+00 — 9+50) N.T.Y I AmeF � u. er 6ye. Irel pnprW y e+ s �,+. � *,GFMMmM atrs reG-I+..m rr L � . a.y N>,.a Jawt�oarAe F[GG91m Amdr n. ]eA. ee es. M r d 6l�leeG. JE6/14 an a RL,Lo ec6Glmrs Ql/La/IB WEmA PMinux 1 slura< xk la1LH5 F.&U& D. iT.gam Iir PE 11NG. DB/08/16 Free Ira 177115 CAIELORY -=-T. PLE 4' OF LENGTH --. ELNKET '1 OPE `.,110 CT-?IE'./L,.0 CO 5' -.1 (H: J> 1.'. "T PLE:. :: •x:: 12- 0 5" 21 - 1:1 1.- CT:PLE_ 1 4" >' 2 4" 4s' TAMP DIRT 1O -ER 1. T/ BLANKET e GENLK -L r T PEE [�+ ! ,�r / ,fir ,�S• PATTERN MIN. 4" - d' A`OF W'i.FR IYPoCAL SLOPE'`:..iIr_l . NON-WOrEN GEOTE::RLE 1.01MET74C VIEW FILTER'. Fii.RIC UNOE': H6m1elYGw, ' ci, OGICK I- MAT^ BL'NKET': SHOULD BE IEE OF R -,LOGY . NO 2. SLOPE .:URFACE 17.:LL BE FREE OF RC JSS. ;LOOS. TICK : NO G. 3. M,T-/BL.NKETS SH LL HA' c '.IOD '.OIL C'1NT..CT, 4 LAY EL .NKE73 L00^ELY . ND ;,FAKE OR STAPLE TO MANI JN DIRECT weLxwA ^• 9 `xli6ele eAiA 4 m-maAnms PUS!, xoGlaaR � TEMPORARY EROSION BLANKETS It'T R6m— BlerII n +.+w[AwwAwrmnrwrn+. �i.guhEA�-�.Aeemm. � wiML PLACEMENT AND � gGO ROCK CONSTRUCTION - :. CONSTRUCTION OF A ENTRANCE SILT FIENCE H.+U=E SOL OF POND cREEI. -OE OF OUTLET ELE"..TION- 102.7 ^'1 10.1 it 2-0' COP -'1 E'_AL LINER BENE .TH OUTLET ELE"ATiON, LASE yrPOND GRADINC DETAIL ..W I GDO6 ij r -3A32 CONCRETE SIDEWALK 4' CLASS 5 AGGREGATE RASE (1005 CRUSHED GRAVEL) COMPACTED SUOGRADE CONIC, WALKWAY NO SCALE BLECRCATIOM WEh4m.wT°,e��A�°aeK ro �.wmn Bl "AwrortlxoA menAwGL'relmx M*ftoa NETLA1 IL--E1190NB I InNrlm nw wn17Ae TDP aF TM: Poor FA676N® W1M 9N' GMIE RN67BwM0 NYL dI1Y1m1[lt5 NA6xMY11eLWl6E iPA1Pe I GRGOh-p ALLCY.6YIGf &'.,LLif eA1G I - 1 PORT W76YL9 T ,' T POSF INSTALLATION _ maxr®le w xrcxr d.uw rQr.ee.: ewe Imrilr3 Gip66 N1H6s+pL'Y & 1-'T7NIYOPBIl1PPIEIxeIN/nl. g MGOWETLAND BUFFER MARKER n TYPICAL PAVEMENT NO SCALE 1 1/2" BIT. WEARING COURSE MNDOT SPEC 2360, TYPE SP 9-5 WEAR COURSE (3.B)(SPNWEA340B} TACK COAT, M^DOT 2357 2 1/2" BITUMINOUS BASE COURSE IANDOT SPEC 2360, SP12.3 NON WEAR COURSE (3.B)(SPNWB3308 ) 12" CLASS 5 AGGREGATE RASE (1005 CRUSHED) 24" MNDOT 2211 CUSS AGGREGATE SUBS -BASE (1005 CRUSHED) 4EOTEKTILE FABRIC FOR MAY y nA7c NGS TYPICAL TRAIL .,"HUGO SECTION -- 7 r�r 7 Lor PAaxE _ �r P�JPn[c+,w —; rt'c w sTerTT~ LOTLOTBEN BENCHING DETAIL NO eG LE ONEKA PARKWAY TYPICAL ROAQWAY SECTION STREET 9 (9+50 — 17+92) 60" ROW NO SCALE Westwood PnIIM OR::7-6160 MIAep 0— F� (G611 GG7-6GG2 ENA M I MN 66441 IYFiAA 0ael G67-8160 W.IONDWIN.mlm YLVauemGd PMNW- 1fM6l III URO III GUTTER TRAIL STREET 6 (5+60 — 1350) & STREET 7 & 8 ORB @ CUTTER STREET 6 (1+00 — 5+60) & STREET 9 (1+00 — 9+50) N.T.Y I AmeF � u. er 6ye. Irel pnprW y e+ s �,+. � *,GFMMmM atrs reG-I+..m rr L � . a.y N>,.a Jawt�oarAe F[GG91m Amdr n. ]eA. ee es. M r d 6l�leeG. JE6/14 an a RL,Lo ec6Glmrs Ql/La/IB WEmA PMinux 1 slura< xk la1LH5 F.&U& D. iT.gam Iir PE 11NG. DB/08/16 Free Ira 177115 CAIELORY -=-T. PLE 4' OF LENGTH --. ELNKET '1 OPE `.,110 CT-?IE'./L,.0 CO 5' -.1 (H: J> 1.'. "T PLE:. :: •x:: 12- 0 5" 21 - 1:1 1.- CT:PLE_ 1 4" >' 2 4" 4s' TAMP DIRT 1O -ER 1. T/ BLANKET e GENLK -L r T PEE [�+ ! ,�r / ,fir ,�S• PATTERN MIN. 4" - d' A`OF W'i.FR IYPoCAL SLOPE'`:..iIr_l . NON-WOrEN GEOTE::RLE 1.01MET74C VIEW FILTER'. Fii.RIC UNOE': TYPIC .L TRF-,TMENT .F'T W OME Lrb ' ci, OGICK I- MAT^ BL'NKET': SHOULD BE IEE OF R -,LOGY . NO 2. SLOPE .:URFACE 17.:LL BE FREE OF RC JSS. ;LOOS. TICK : NO G. 3. M,T-/BL.NKETS SH LL HA' c '.IOD '.OIL C'1NT..CT, 4 LAY EL .NKE73 L00^ELY . ND ;,FAKE OR STAPLE TO MANI JN DIRECT G,117 C7 WTH THE OIL 5. G') NOT -TRETCH. TEMPORARY EROSION BLANKETS It'T R6m— TURF REINFORCEMENT MATS FOR SLOPES IGD21 IrEL OF ND AT WALKOUT 8.2' BELOW GARAGE SL48 uNLESS OTHERWISE / NOTED. 1I _ —ENGINEERED FILL SUITABLE BEARING SOIL (TYP.) 0.5' Coll 48 Hours before digging: 811 or calI811.com Common Ground Alliance uTM(gr AYe+e S"I� r uroei unrr' >.r -GRI Ge-GLx .us re P]RE,w Tm xv6xRE rP.6 .Ao"A. nmwea A x 0m K 3HINI ALSTm+ TI:iilWiElGi TG 1—— PoN GrWIG N 3 [161 rt R+ IE W'liL+E9 +0 Of+�1� wil 1Ixn EaG6ID1 repfEG+mx uEe➢�L r MmWAn Q pPgLT Gl' TEM KALwI-Y nl�[I'�.E rT 1. Qfvr¢+1 EBL1G 1. -1 WM6A vcxmuLc rre w Pmer, rim A-,L$rnme` vi ve esc rove a „E� w am• 5MIx66 Ee13t'�E ! R�`�ILE �MCY YILL�..1 /OIrJGi L+pM E rJl^m.•,xrd ttG.d /16 IF [RT ff LY 1 1— .. wnr\ r wow its �a:xNL +PE "" TL"IP rte -,Ac wx w¢+eE nl.., : mG�`xu�� cx`w¢G.rxnc nurtE+ Y1L"•SLE =V ENO 'TIE- SIDEw�lrev W0 SCALE) L'}�yLe !LGGMNL .+W3 ry r.e r rn �.DD' TO SUBGRADL ),5' TOPSOIL STRUCTURE I - -- - R.O.W 22' FINISHED GRADE AFTER HOU'E -FINISHED GRADE FOR PAD , w' HGLD Dowty uMITs ENGINEERED FILL PROPOSED GROUND AT "lALKOUT ELEVATION /yut Walk-Out(WO) ��} O) N.T. I rEL OF GROUND LOOKOUT BE I BELOW GARAGE SLAB UNLESS DTHERYASE NOTED. - ENGINEERED FILL BEARING SOIL (TYP,) tR LSuITABLE BEARING SOIL (TYP,) cawRACTOR. NORTHAE'ST ASPHALT AECOWDRAVAM CONFORMING TO CONSTRVCAOY RECORDS BY Jarrod MCI DATE 03/08/16 IGGGTlr60. IM01.p y..GM6� - �� PY'eP161rod Eon DR Horton, Inrc.,.�� - Minnesota Qnra 77N! 2MM K=bap Camt 9Aft 1()B lmd nbsALm 6d R1I FakmMe, WIMMnesoh ENGINEERED FILL SUITABLE BEIRINC SOIL (TYP.) R.O.W G. ROADWAY 25' 22' 15' 1' 14' yFINISHED GRADE AFTER HOUSE FINISHED GRADE FOR PAI1 I t D' GARAGE FLOOR EL. LIMHOLD DOWM - MS Sl1BGRpDE - -_________ _ G.5' TOI w—' ENGINEERED FBIS ENGINEERED FILL—'� ' RW:... 4_7" %�T SUITABLE BEARING SOIL ** O��**�� /�,� f/Y� N,T.S. R.O.W Q ROADWAY 22' 1 15 I'l 14' GRZE AFTER HOUSE GRADE FOR PAD I I m• HOLD DOWN LIMITS 4T oo' TG sullaRaDE 11.5' TOPSOIL /EEN�GINEERED FILL Damy'Y m,,-. Clearwater Cove Hmm. MK r—ENGINEERED FILL n f. .E BEARING SOIL (TYP.) D.t. 07/06/15 skwt 111 DEI 10 !./I afls F 02015 Westwood Professional Services, Inc. /J, -`� --- - ---------- ----- SEE PARKWAY DETAIL (SHEET 2)"," m V TAI ------- -- Al CxflL0TC g _ j SV, N1, D DISTURBED ALL DIST N Z" I AREA 11 UTLOT D DOWN TO z I.- I— WITH NATIVE SEED k % -4-4 W_-): If F -------------- r ------------- 06MOTX Nrj t SR 4, '4 19 ENT pf DNM 3 U 'N 11 ------------------------ ---------- ------------------------------ -- V�l 2 1.r r (SEED A _3ABIM ji _1 AR 10"1111 g I -JUF 6L teEp 0 TlLLXD AREAS Y. WITHIN OUTLOT 8 Landscape Requirement Calculations DOWN TO PD.- 11 2 4lc. 1 N WL WITH NAnVE T MINIMUM LOT REQUIREMENTS: MIX /."4X (33-251 178 TREES SEED 1577 TRFF1 (35-261) QVERAI I JQTAI TREES PROIOQFD--1 .4 " - .% .. _1"11 4 0jm 4 _Y L s A 159 TREES • STREET TREES (9 65' O.C. TYP.): PONDW' OTHER BUFFER /SCREENING TREES: , sm Jr4� O.arstor 11 r 48 Tree • FUTURE Y.'.RD TREES (lA-O!), 89 TREES , / ` ` ' a /' ` I41 f' - _J,�\� , u. STREET TREES ®ss' D.C. T ...... .. ...... ------- -- 1 FRONT YARD TREE TO BE PLANTED AFTER HOME 47 �- . .. ...... CONSTRUCTION, TO BE SELECTED FROM APPROVED PLANTING _z/ "11 . 3 - --- ------ NOTES 9 10 LIST. CORNERS AND LOTS WITH INCRESED FRONTAGE MAY :102 RECEIVE ADDITIONAL STREET TREES AS SHOWN, COLUMN_"UME MIX'(3$�21) XR, JMN Final Plant Schedule Approved Plant List'TyZ V _M0jSTEJWNT -,DETAIL SYMBOL CODE CITY. COMMON /13OTANICAL NAME 312E SPACING O.C. CHERT 21, - Autumn Blaze M2 2.5" BB AS SHOWN ABM 2. u n. cEl� / Acer x fmamank 'Jeffers Red Q� W Maple AS SHOWN STREET TREES /7A SGM 65 2 Acer x freemonli 'Slenna' 2.5' BE SKH 25 SkylInt Haneylowst Gledit.la tricoanth.s var. In—To Sky,.I.' 2.5" BB AS SHOWN kv Swo Swamp Me 21 Oak _� Quercus b1color 2.5' BB AS SHOWN 100' 200' 300, REO 6 Red Oak / Quercus rubra 2.5' BB AS SHOWN BUFFER en FYL 31 Frontyord Lind / Tilia qmerlcano 'Bailyird 2.5' BB fS SHOWN Seeding IAgtmd *NOTE: PRE 30 Princeton Lin UImu5 americana 'Princeton'2.5" BB AS SHOWN clump River TREES va) RIB 27 r Birch BetvIa nigra 0-10' HT., 813 CUJMP AS SHOWN DENOTES NATIVE SEED MIX "STORMWATER SOUTH WEST' (33-261) STREET TREES SHOWN ON PLAN ARE FOR ILLUSTRATIVE PURPOSES ONLY & SUBJECT TO FIELD AND 3WSR STATE SEED MIX SITE CONDITIONS. TREES SHALL BE PLANTED IN A LOCATION THAT DOES NOT INTERFERE WITH BHS 211 Black Hill, Sp- Pi gI.... d --I, 5' HT- 00 AS SHOWN MA CURBSTOPS, INDIVIDUAL SEWER & WATER CONNECTION OR DRIVEWAY LOCATIONS. BUFFER WHP 14 White Pine I Pinus strElL. 6' HT,, BB AS SHOWN labat Revikm Date D9/21/15EVERGREENS NOS 74 Norway Sp�.e / Pice. able. 6' HT., EIB AS SHOWN DENOTES NATIVE SELO MIX -DRY PRAIRIE SOUTHEAST- (35-621) 0004092PLFOLl NOTES: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT or A DISCREPANCY. BWSR STATE SEED MIX net. 07/06/15 sheet I on 3 Clearwater Westwood 1.6'rCeem W b- CbKkk DR Horton., Inc. - Minnesota Cove Firial Landmape Flm ph— �Bm:37-5,m ?wwA..g_D— R� t I Rw W4,37� Ed.PM11.MNMMll 21AQ Kgnbddp Cmet, Mte IN " We) z�w mowwdp— liugc� MN mkm-w ftraw . An;z_ um L 7 x,2015 Westwood Professional Services, Inc. Parkway Median Detail Parkway Median Plant Schedule -- __ , --------- 2 ASD V _ ,�� `—--------- \ — --- 3 I 10 AJS 5 ISD_ - 12 W .... _, ... _. ..10 --Aso ien CODE QTY. COMMON/BOTANICAL NAME SIZE SPACING O.C. Entrance Monument Plant Schedule (typ. of 2) CODE CITY. COMMON/BOTANICAL NAME SIZE SPACING O.C. AR) 3 Arctic Ftre Dogwood / Ce -nua stolonifem 'Farrow ;y5 CONT, 4'—D" 0-C, LBS 5 Little 8lueatem Grovs / Schizcchylum scoparium 'Minnblue A' $1 CONT. 38" O.C. RUS 6 Russian Sage Z Pero skin 'Pili ran' "iCONT. 24' O.C. ASO 12 Apricot Sparkles Daylily /_ Hem_erocallls 'Apricot_ Sparkle. g1 CONT- 18" O.C. AJS S Autumn Jay Sedum / Sedum 'Autumn Jo:' y1 CONT. 18" O.C. Column Monument Plant Schedule (typ. of 1) CODE QTY- COMMON/BOTANICAL NAME I Column Monument Detail Seale: P . 10' � I I r I I I l � r I I � I W COLUMN MONUMENT \ B LBS W \ r \ '^ V, !•. l I I 4 AJS i 7 ASD SIZE SPACING O.C. I CONT. 24" D.C. I CONT. 20" D.C. Entranoe Monument NO SCALE Entrance Monument Detail Saida. P 1 } L AP r .'_ ENTRY i � f I �i�I Westwood °�r�-ad�.;�tly_. de.a .op..,d.e ma :.� r - nrn+naN.c oead.a ,er,ae�y.. AICtYRLT mer W inn A W 6YY If�b a�„_,s as a�n.. DR Horton Inc. - Minnesota Rnm (aB3798T-6168 Te99 M.pvn pries Chi C� / (96S198T-5eT3 Etlnn Prnirfq MN 6]etl1 �sy. haRm aNe1981-Brea TV.Maedpemre 20BBR Kenbridips u.u.y Sulite 106 9.ee.wod M.N r it 9—kas be Crs % Ids Nr 2W IAke9'1110, Ailnnesa a 55044 L Clearwater Cove Latest Revuldua Date: 09/21/15 0C•74092PLFJ2.d 'j D.tc 07/06/15 Rtes. 2 or 3 Final Landscape Details 02015 Westwood Professional Services, Inc. Planting Notes I, CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD ANO 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 BIO 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 OR OWNER'S WRITTEN ..CCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6. ALL PL,,NTS TO BE SPECIMEN GRADE, MINNESOTA -GROWN AND/OR HARDY. SPECIMEN GRAOE SHALL ADHERE TO. UUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS` ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE CAPS, HOLES, OR DEFORMITIES, ALL PLANTS SHALL BE FREE FROM BRCXEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEADY. 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 FCR NURSERY STOCK (ANSI ZBO.1-ZU04 OR MOST CURRENT 1ERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. B. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL '.T SITE PROPERLY HEEL -IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10. PRIOR TD PLANTING, FIELD "ERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABO IF FINISHED GRADE. 17. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 12. PRUNE PLANTS :.S NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING CF EXISTING AND PROPOSED TREE,. 13. WRAP ALL SMOOTH-BARI,ED TREES - FASTEN TOP AND BOTTOM. REMOTE BY APRIL 1ST. 14, THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRASTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 75. BACKFILL SOIL SHALL BE EXISTING 70P SOIL FROM SITE AND ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (COMMON TOPSOIL BORROW) FREE OF ROOTS. ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS MINIMUM 4" DEPTH OF TOPSOIL SHALL BE PROVIDED FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR ALL TREES, 16. FOUR INCHES OF SHREDDED HARDWOOD MULCH SHALL BE USED AROUND ALL TREES WITHIN TURF AREAS. MULCH TO BE FREE OF DELETERIOUS MATERIAL. 17, EDGING TO BE SPADED EDGE, UNLESS OTHERWISE INDICATED. SPADED EDGE TO PROVIDE V -SHAPED DEPTH AND WIDTH TO CREATE SEPARATICN 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 AGEAS TD BE RAKED TO REMGJE DEBRIS AND ENSURE DRAINAGE. 22. PROVIDE IRRIGATION TO ALL STREET TREES PLANTED ON SITE. TREES WITHIN NATIVE SEEDED OUTLOTS WILL NOT BE IRRIGATE[. 23. CDNTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHEO OR IRRIGATION SYSTEMS ARE OPERATIONAL. OWNER WALL 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 ILL DAMAGE TO PROPERTY FROM PLANTING OPEEATIONS AT NO COST TO OWNER. PRUNE GUT MIWINECIED ENTRALS DER. OME CENTRAL IEAPRO / GUYING AND STAKING AS REQUI I 1MWr10A xN.r FOR ONE (I) YEAR ON ALL DECII AND CDNIFFROU3 TREES I TGP STAKES 5' ABOVE GROUND '.wwnp,ow areoASNu •...-. 3 BRANCH. Itl 0.TT' s.ax BOTTOM Or STAKE N.) ' •' BELOW GROUND. STAKING PD573 TO BE 2'Xr STAINED �� MOW OR PANTED ;TEFL DEIJNEATOR POSTS. PLACE 3 POSTS EWIDISTM'T AROUND P®sim1.Fa ' AND OUTSIDE ROOT BALL SECURE TREE TO POSTS W H RM 16' LONG POLYPROPYLENE OR —'tl1P'B�NS'C—_ ,AW IACIs PCOETHYLENE 40 NL. 1.6 - NDE STRAP. I�. PL�g MULCH. DEPTH AS R.r SPECIFIED. OVER PLAIJT PITS - 00 NOT PILE AGAINST TRUNK FORM 3' DEEP WATERING BASIN. BACKFILL PLANT PIT WITH _ spmnEB BACKFILL SGL ew SCARIFY SUES AND BOTTOM CF REFER TO AMERICA STANDARD FOR NURSERY STOCK FOR YUDAA.pr}m., LUMMUY BALL SIZE ROOT FLARE TO BE PLANTED AT DR 61T NEAR RNI$ ED GROUNUUNE SET ROOT BNL ON mmsTuNHEG SLBSCIL OR CDIAPACTEO SOIL OAT o],x MOUND WATCHING TREES NATURIL GROIJNOLINE WITH FINISH SITE N�A,I w>t7NR+ CRAOE, N.Y.S. AEVERGREEN TREE usT PLANTING LA29 / GUYING AND STAYING, AS NEORRED, FOR ONE (1) YEAR ON ALL CECDUOUS AND CONIFEROUS TREES: / TOP STAKES V ABOVE GROUND (MAK) OR TO FIRST 6RANCH. BDTTOM OF 5TAXE Y (MIN.) BELOW GROUND. STARING POSTS TO BE 7'x2' STAINED LUDO OR PANTED STEEL OELeEA70R POSTS, PLACE 3 POSTS I EWIDISTANT AROUND AND OUTSIDE ROOT BALL SECURE TREE TU POSTS WITH 15, LONG POLYPROPYLENE OR POLYETHYLON, w YM_, 1.5' WIDE STRAP. —TREE WRAP MATERIAL FROM GROUNDLNE UPWARD N FIRST TRANCHES. AS REQUIRED. RAG: MULCH. DEPTH AS SPECIFIED. OVER PLANT FITS - 00 NOT PILE AGAINST TRUNK. FOFW 3' DEEP WATERING B'.SIN. BACM RANT PR WITH SPECIFIED BACKFILL _OIL SCARIFY SIDES AND BOTTOM OF HOLE DECIDUOUS TREE PLANTING AT GROUNDU E WITH MAUL Stormwater South & West Seed Mia Dry Prairie Soutmet Seed Mix Typical Street Tree Planting Detail Na SCALE 1 I I I r----------1 r--------� I I I I I I I 1 I I RDW� Corner i i l Interior I I �I II II I 1 I I I I I CETBACK I I L Al I-65' D.C. STYP.)---I L 5' OFFSET FROM RD V. ^,K OF CURE ROW r- I I I I I r— I IT -- OFFSET FROM I i I I NOTES I I I I I I 1, TIMING OF PVAT INSTALLATION WILL BE DEPENDENT UPON SEASON AND PLANT AVAILF.BIIITY. 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3. NO PLANTING WALL BE INSTALLED UNTIL ALL GRACING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREk 4, TREES INSTALLED ON FRCNTS OF INGIVIDUAL LOTS SHALL BE PLANTED IN A LOCATION THAT HOES NOT INTERFERE WTH CURBSTOPS, INDI-ADUAL SEWER & WATER CONNECTIONS. OR DRIVEWAY LOCATIONS. W1MOOd Evil ArIF, m Ti Ids w: IDR tl N mN u M1dP� —l1Ed f(1� WAG A -Uly¢ ad Thr, m dYY Imre PI®L,.DNAT. LANWCAT! AWC�B[T sdelYA bNA N iN it. r IBsvoa �_7,_,� �F �,m�M DR Horton Inc. - Minnesota Ploy (a6PI e91H6v Fs N676IIAvavrm ONn ChdfeA nY N waa1]b•r SSI WFIeml aNa,w I SIOFes LI,rrBIR l YYIAIe LakepLj�eA 11 59111"TAYNhgCOtl PIITW�ORY AIMBi TIG BWIr wg� 1:1� Nb -... Clearwater Cove 0 Latot Revision Date: 09/21/18 DWIe 177/06/1� =,LA", 3 01' T, a FirW Landscape Notes & Di tails ar 11r. xrMW h.+U CwmwlNNv� I 1MWr10A xN.r ILINN PM Ixls„G �A,Aa I Mw WAAw IrAW he» '.wwnp,ow areoASNu •...-. e:,e Itl 0.TT' s.ax low G 97 • i 15I ,-�I, Al,rrsA P®sim1.Fa ' N RM —'tl1P'B�NS'C—_ ,AW IACIs +,. - IITv% ttlI R.r WIA4 rprwi nm v: va ew MNMOM• rs vie n, m, YUDAA.pr}m., +AXwr.XA,r _ SAA 61T v1e last 6Ae P.T . Niw OAT o],x o)i, N�A,I w>t7NR+ .i+'®�+ .2 6TE v,T• I mem. m x vtl I,Atler D'R Itl *10Ala M. - Ter AID ,.w u1v ew Ww 6m am . 1 N tl SJ,.IMrkrI,A AIDI sv A-0-40-- 11291 o,l¢ 6N Pa,w TSI opo r AYAr WwIWw nobr bpYWIMYttr 9N1 9IA! ipWe ,AN n 11.i 11LI0I AFIi MAr — e IY,A,AAINa. A.i.sav Typical Street Tree Planting Detail Na SCALE 1 I I I r----------1 r--------� I I I I I I I 1 I I RDW� Corner i i l Interior I I �I II II I 1 I I I I I CETBACK I I L Al I-65' D.C. STYP.)---I L 5' OFFSET FROM RD V. ^,K OF CURE ROW r- I I I I I r— I IT -- OFFSET FROM I i I I NOTES I I I I I I 1, TIMING OF PVAT INSTALLATION WILL BE DEPENDENT UPON SEASON AND PLANT AVAILF.BIIITY. 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3. NO PLANTING WALL BE INSTALLED UNTIL ALL GRACING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREk 4, TREES INSTALLED ON FRCNTS OF INGIVIDUAL LOTS SHALL BE PLANTED IN A LOCATION THAT HOES NOT INTERFERE WTH CURBSTOPS, INDI-ADUAL SEWER & WATER CONNECTIONS. OR DRIVEWAY LOCATIONS. W1MOOd Evil ArIF, m Ti Ids w: IDR tl N mN u M1dP� —l1Ed f(1� WAG A -Uly¢ ad Thr, m dYY Imre PI®L,.DNAT. LANWCAT! AWC�B[T sdelYA bNA N iN it. r IBsvoa �_7,_,� �F �,m�M DR Horton Inc. - Minnesota Ploy (a6PI e91H6v Fs N676IIAvavrm ONn ChdfeA nY N waa1]b•r SSI WFIeml aNa,w I SIOFes LI,rrBIR l YYIAIe LakepLj�eA 11 59111"TAYNhgCOtl PIITW�ORY AIMBi TIG BWIr wg� 1:1� Nb -... Clearwater Cove 0 Latot Revision Date: 09/21/18 DWIe 177/06/1� =,LA", 3 01' T, a FirW Landscape Notes & Di tails o2015 Westwood Professional Serviced* CA.-' Coll 48 Hours 4efore digginq: 1 811 or calI811.com Common Ground Alliance f r - 7/ \�a J 09MOT C i 10 ti i n 1+11112 12 /� ��' N. -= it 1 OUMCIT L/� y.r _� tills 5 hi �! I 4 �� / 4 I I - I ; 3 ✓i-_� N! 4 OUTLOT PWh 1�2 12� ¢ OUTLOT 0 l, 7 1 + � F`� OTS j 13 14 III I } I 2 3 ['1 4I I r 15 / L- " I -�� / $ \ 16 17 1 / r A' • h -1f `��- I��r 1 If 2 �i i 18 n 1! II +� !; g if 6 �. I ! < i �- 2 I -� I II 111 II o !-f • `19 1 1 w I ' I I i > 1 L--_�� {I -� I alai i;� i 1� l 2 J - L-�IL_JL__� 1 5 jd� \\ /,� \ %' 20 I 3 11 q 1 1 5II 6 7 I`-4 5 j ��- ' lily' CUTLOT,)� 4 �� A L_JL_JL_JL__J �J 6 ` g � 5 6 ¢ If 11 I L----- -� �\ ;y 7 II II g II l0 1 11 _ •� ,�I I I I1 B i �� �< -----1 ----- OUTLOTG V:`(a / I Leigend EXISTING PROPOSED- SANITARY SEWER 7 SANITARY SEWER —4— Received WATER I WATER —111— HYD. 1— NYp. W/VALVE _ HYD. W/VALVE 1- July 8, 2015 STORM SEWER ,X STORM SEWER -- N — 4—I- 1�.U23 p' 100' 200' app ATION VG C PUMP STATION © Date 07/07/15 saeae 1 OF 1 Clearwater Westwood "�' � "` °" �° �' a* I- 0=2 mrs ..a a,N r r .sr.YwPER �"���'�"" � DR Horton, Inc. -Minnesota Cove Lighting Pa— ,ad=;?-51fi ,_ ���� , oc Street l i Plan F. W2 ee,.eexs Etlnn ErMrIn,MN3.9M an.ei 17Mi fan- melees -W wuatlo *—. Pnvele a germ IL PS 20960 KmWdge Court Suite 100 Vhw—dh.l. eeel Eeneeu kN: nabs 07!07!15 5 Nd 17M ..,. >o®l V ft Wbft 1ANVilie Mimmotd 5$044 Hoge. MN 02015 Westwood Professional Services, Inc. z. 1 f ! ! r ! r 1 r r rf! r f f r � I I r r-600' RAD. 1 f �� r-17+82 It 1 -------------------------- I 1 � 1 ` 7 r far rAPER sEcnoN - -- .-sola cave RV r CURB & GUTTER ?60' PROPOSED LEFT TURN CANE 160.n' RAO. (BOC) r-8* 8)T IRAN _ 120.0' d4EFT TURN ' L- 8518 CONG \ LINE T�,REr, _ECTIOh I ' CURB & CU77ER 1 SM5' RAD. c800 \ Recevied ! , July 23, 2015 15.023 Westwwood �'��' > PGS[ A �.. mam.rrm. `�'�"'�`�'�" "~ 5' NM o MU> _ � DR Horton Inc. - Minnesota PIIe4w IB6$ ?T IBBBM Id,MM / r� 196l19bTilB Etlm rr.dpl SSBM mws D'IYl , 0M KenbrUp Ccu � W Tines SCyaa. S wrbnmpcawn Dn Q Nsga¢ II,PE wdevWam,r..lars.,�l4r 07/21/1b 1TJ16 - ---�-- ._ .__.._-.— ---_- r.wawlarsrau: Mlle, Minneaots 55044 n.ra u� Nn L Cal" 48 Hours before digging: 811 or ca{k811.com Common Ground Alliance I 1 I � � 1 t Pd o' 40' 80' 120' \ e I r 2 -Latest Revision D&W-07/21/15 Dat. 06/18/15 3!1 or 11 Clearwater OnAa-Frenchman Cove Road N Road Intersection Hugo, NIN Detail 02014 Westwood Professional Services, lnr - ftft o MR Westwood rmn I. opmmybm (Dmm� V— on Min Vender. PE Ekm 06ABAS 43M 4Q- DYL Hofton, Inc Kan&-Wv cm ul, Wte = Eakelfg1k )w SM" Clearwater Cove MUM Mumemoft 0' IOU 200' 304' 0004092DRWj'g Delft 2 m 2 Water Reuse Map IRRIGATION SCHEDULE Ru c SYMBOL MANUFACTURERIMOOELDESCRIPTICN QTY Rain Bird 50W4 -PC. PC 101 Turf Rotor, 4A- Pop -Up, Plastic Rimer. Adluatahls and Ful a Circle. Standard Angle Noyb& W SYMBOL MANUFACTURERIMODELIDESCRIPTION QTY J a 19 Rain Blyd XC2.100-PRB-00M 1 Medium Plue Flow Drip CUNd Nil for Commercial Applicalomr. T' Ball Valve vft T' PESO Valve and 1• Pressure Regulating 40pol Qrddo-Ch"It Se" F4hr. 3gpm to 20gpm. Areato Rec06`1212eive i n. Rain Bird 1(FD-{12) ® 1A87 8.1. XFD On9urfaca Preaeure Cumpenaatlng Landscape Oripllne. 0.eGPH emlltere at IZD' O.C. DIIPllne Iatorels spaced at 12.P' aped, wilh amllbm offset for irianguiw pattern. UV RoMetard. SYMBOL MANUFACTURERfMODE1f0ESCRIPTICN QTY w Rain Bird PGA G1oha (Meater Valve for Lots) 90 11 Elsobic Remota Cardral Valve, Globe. 9 Rein Bird POA Glob -(Entry Way and Tat Lo0 9 1-12.0-trie Remote Control Valve, Globe. Rain BM 3008PES Globe Sr. Brems 9ectric Ramata CcrMd Valve, Wth Globe Configuration. WIN a Patented Myon snubber that Scrapes a Staideas Steel Scream m Prevent Debrh Build -Up and Clogging. O 0 Rein Bird 44 --LRC a 1- Brema Oukk-Coupiing Valve. wiN corrwion-Rasiamnt / t i Stainless Steel Spring, Locking Thermopiaatle Rubber Cover, V �t and Z-PI.W Body. 1"Blow-out Point go z PVC 1• Threaded Ball Valve go ^+ _ Rein Bird ESP-LXD-LXMMPBD with (1) ESPL%D4W75 W .'.:R FloweamingT Wire Decoder Commorclel Controlw. 125 Stalee& UVReeklerd, Outdoor•Retad Powder -Coated Metal pedashl Cama AvaIabia in the US market Irrtamalond. European, orAuahatlan Merkeh. Rain Rrd AR2-RK 2 ! WVelaee Rain and Freeze Sensor Cemtw• Indudes 1 receiver and 1 reinMr aze smrmor trammMer. L Z Watertranica Black Mm[ Submersible Pump i ® Wedarhonics Black Mar Submersible Pump Irrigation Lateral Line: Polyethylene and PVC Clean 200 7.454 Lf. O We Poiyelrylene up to 1-114'. Nen PVC qao 20u SDR 21 for 1-10entl tarpeu Irrigation Mainline: PVC Class 200 SDA 21 13,114 Lf. V i PVC Clese 200 irrigation pipe. _ Pipe Slave: PVC Claw 200$OR 21 289.11.f. �w Typical pipe elewe far Irrigation pip& Pipeaieeve aim ehal y1x alowlarialgetion piping and Ndr related coupkimplo easily W - dlde though el.wing materiel. Extend skwes 18 Inches (U6 1 w r (o 0 0 x e-4 yyQ 0 V N d 0 100 200 300 feat Z Z Z wS23� =,gY v 0 m i P SWIGNSPEtlFlMOON , IwM�=82 STA NoOEL' BAIaV•1.1a�AF1 Hw STAItea1 TOTALPEfEOPoMVKE:Zaa6Pm ®Wep'N PVAP 110R6ffOYYER. PVLPN0.1 P W 6LIaMER61Blf NIaR Na] MOTOR LTE[J[ VALVE SATE RAW N0.T 3 mtxAmnNVALVEHQFE: BTATIBNINET mOLAIIBN VALYEi�S c1SCN N BIB(:IURCEMANF mQAT10r1 VALVE �: S NBE8 S STAMGalecorrEcra aTAmoNwarLae tis ALP rcws3Nr�otamgmNrs:mv.eol¢ IPL to FLA MT1O NmrPoaElais: A PNP reAPA Mwot S PAgnEO BllB ,.act L4 c S Nm+$ AM cHEcK VALVE o UFTM suPPoRTS E ISQA7MVALVE WC -ER F PRESSURE GAUGE VATIbWB aSTATIBHPNL H &N m"E. MEO W nmDPATEi rMMFTS.S. CAELE a VFo N FLOW6Et�OR L S u5a1 malAlpN VALVE N LEVELIHAN8011LEJIYNDt lee OFYNIE N BEAR FRONTLxBWNE:(.T PMEL O PNNIED SIEELENL10.41.Ta: (GiNEaQ PTxa'FLNGl1SCHER0P PE Q4%T FLIIr KDP -PJM. F E A 1MFTOFAHDPP PPE. FLG%FLG AFPROVED AS SUSMI MEO Ei MAKE INDICATED CHANCES AND ftE5UBMR el 61,10 01-1-xsuat' ulrt SIDE VIEW TOP VIEW rm-asa. ' WVnLNE 1-''1'TQEIYPPLE 1=.11'%1' BW EUSHaA TTBENPPLE rPvt:eruwLLva rsw ec la°PlE t•EIECINC�'LLYE 1•Tl1ENPPE 1' 94LVPLVE pAo'wurvaNt7 rrzr ra NpnVnrla VM 'a-�mtE .:: -LetF. . ti evil=c7K CFr. as ..lali5 "EeEc:EO . ALL'.Y..'.�r6*.@ r. i i�A9E ^'Nw2aap F: ^...fl]f.JrEL'I'l� •,•nom F.iL MJPE:.3MER.OLE: tom«•.'. 'r+.i'M'.['AGt NIX._c.i � . E a IM B THm BRAw1r1a:.NB W.M. IS TME N N'nro ['F,,AMrMO VFr1.xE OR PPRT, NCR FdnPL.WEB 5 4 3 FBRANYF—e Ep ERTH PEAIKAWrc Ml—uN ' .Rrn. .rATERiT :,!ICs. THIS Oac0.. NNn OAfFD NJp'.4BJECTT] 2 0 SYMBOL MANt1FACTURERMODELIDESCRIPTI0N QTY Is Ran Bird XCZ-10O4DRB-COM 1 Medium Rue Flow Drip Control ld for Commardw Applications, I.10 Eleddc Remote CoMdl VWa, Globe. V Bol VaNe with V PEBB Valve and V Pressure Regulating e 0 40pai QMdo-Chock tinker Filar. 39pm te 2Ogpm. P Areate Race&e r Braes Biactrtc Remota Cordrel Ve1ve, Wth Mwes aoo 0 0 XFD 0aSurieca Praa Wre ComP—offfitg Landscape DdPhW 0 0.6GPH amlOe m at 120' O.G. Dripins lahmla spamed at 12W stsimess Steal Sman to Provwd Debris BIil&L)p and Clogging. apart, wall mitten, dMdL for triangular pattern. UV Rewatent. 0 Rain Bird 444 -RC I 1- Brea, Quidk. upYng Valve, wtlh Conaalvn- %odabod ..��� and 2flaee Body. 0 A- on Z pVC t'Thlaaded Bet Valve ■11�iil■t m © �, a 2 Floweemdro Two-Wre Decoder Cemmerdw Controller. 125 Stations. UV41"Ma It DuldooWded. Po WaF-Coated Metal Padeotw Case. Available iniho US market IntomatlonaL �>•amL, W ® Rain Bird VVR2-RFC 2 Vdrwaea Rain and Freese Smear Combo, indualm 1 recatver and 1 raixrkeeza Iemorllanamtt.r. oG N ® VUlerironice Black Max Submarwge Pump 1 ® Watertrowa Bo& Max Submsmible Pump 1 Irrigation Lateral Une: Pwyethylene and PVC Class 20D 3,464 if. m i P SWIGNSPEtlFlMOON , IwM�=82 STA NoOEL' BAIaV•1.1a�AF1 Hw STAItea1 TOTALPEfEOPoMVKE:Zaa6Pm ®Wep'N PVAP 110R6ffOYYER. PVLPN0.1 P W 6LIaMER61Blf NIaR Na] MOTOR LTE[J[ VALVE SATE RAW N0.T 3 mtxAmnNVALVEHQFE: BTATIBNINET mOLAIIBN VALYEi�S c1SCN N BIB(:IURCEMANF mQAT10r1 VALVE �: S NBE8 S STAMGalecorrEcra aTAmoNwarLae tis ALP rcws3Nr�otamgmNrs:mv.eol¢ IPL to FLA MT1O NmrPoaElais: A PNP reAPA Mwot S PAgnEO BllB ,.act L4 c S Nm+$ AM cHEcK VALVE o UFTM suPPoRTS E ISQA7MVALVE WC -ER F PRESSURE GAUGE VATIbWB aSTATIBHPNL H &N m"E. MEO W nmDPATEi rMMFTS.S. CAELE a VFo N FLOW6Et�OR L S u5a1 malAlpN VALVE N LEVELIHAN8011LEJIYNDt lee OFYNIE N BEAR FRONTLxBWNE:(.T PMEL O PNNIED SIEELENL10.41.Ta: (GiNEaQ PTxa'FLNGl1SCHER0P PE Q4%T FLIIr KDP -PJM. F E A 1MFTOFAHDPP PPE. FLG%FLG AFPROVED AS SUSMI MEO Ei MAKE INDICATED CHANCES AND ftE5UBMR el 61,10 01-1-xsuat' ulrt SIDE VIEW TOP VIEW rm-asa. ' WVnLNE 1-''1'TQEIYPPLE 1=.11'%1' BW EUSHaA TTBENPPLE rPvt:eruwLLva rsw ec la°PlE t•EIECINC�'LLYE 1•Tl1ENPPE 1' 94LVPLVE pAo'wurvaNt7 rrzr ra NpnVnrla VM 'a-�mtE .:: -LetF. . ti evil=c7K CFr. as ..lali5 "EeEc:EO . ALL'.Y..'.�r6*.@ r. i i�A9E ^'Nw2aap F: ^...fl]f.JrEL'I'l� •,•nom F.iL MJPE:.3MER.OLE: tom«•.'. 'r+.i'M'.['AGt NIX._c.i � . E a IM B THm BRAw1r1a:.NB W.M. IS TME N N'nro ['F,,AMrMO VFr1.xE OR PPRT, NCR FdnPL.WEB 5 4 3 FBRANYF—e Ep ERTH PEAIKAWrc Ml—uN ' .Rrn. .rATERiT :,!ICs. THIS Oac0.. NNn OAfFD NJp'.4BJECTT] 2 1 IRRIGATION P" SYSTEM `•! Ys�amri+o THRUST BLOCK IRRIGATION SCHEDULE SYMBOL MANUFACTURERIMODELIDESMPTION QT' 41 Rain Blyd5DB4PC, FC 1D1 Turf Rotor. 0.B' Pop41p, Plutic Poser. Adjustable and Full in Cirds, Standard Angie Nozzle. 1^ Medic Romeo Control Valve, Globe, SYMBOL MANt1FACTURERMODELIDESCRIPTI0N QTY Is Ran Bird XCZ-10O4DRB-COM 1 Medium Rue Flow Drip Control ld for Commardw Applications, I.10 Eleddc Remote CoMdl VWa, Globe. V Bol VaNe with V PEBB Valve and V Pressure Regulating 40pai QMdo-Chock tinker Filar. 39pm te 2Ogpm. >' Areate Race&e r Braes Biactrtc Remota Cordrel Ve1ve, Wth Mwes -12 (1 Rain Bird XFO-0B-12 (12) ® Rain 1.487 s.l XFD 0aSurieca Praa Wre ComP—offfitg Landscape DdPhW 0.6GPH amlOe m at 120' O.G. Dripins lahmla spamed at 12W stsimess Steal Sman to Provwd Debris BIil&L)p and Clogging. apart, wall mitten, dMdL for triangular pattern. UV Rewatent. 0 SYMBOL MPNUFACIURERIMObgLIDESCRlP'n0N QTY + Rein Brd PGA 00 -(Rooter VaNe for Lot.) in 1^ Medic Romeo Control Valve, Globe, B Rain Bird PGA Globe (Entry Way and Tot Lot) - I.10 Eleddc Remote CoMdl VWa, Globe. Rain Bird 3DDBPES Globe >' r Braes Biactrtc Remota Cordrel Ve1ve, Wth Mwes Cordiguratln Witha Paterdad Nylon 8vmhhar drffi Scrapes a stsimess Steal Sman to Provwd Debris BIil&L)p and Clogging. 0 Rain Bird 444 -RC I 1- Brea, Quidk. upYng Valve, wtlh Conaalvn- %odabod SbOrSwa Stew Spring, LocMng ThermopMeBc Rubber Cover, and 2flaee Body. 0 1" Bl.'W Point on Z pVC t'Thlaaded Bet Valve g0 © Rein Bird ESP-LXD.LXMMPEDWth (1) ESPLXD-SM75 2 Floweemdro Two-Wre Decoder Cemmerdw Controller. 125 Stations. UV41"Ma It DuldooWded. Po WaF-Coated Metal Padeotw Case. Available iniho US market IntomatlonaL Enopsan, nuebdiaa Markets. ® Rain Bird VVR2-RFC 2 Vdrwaea Rain and Freese Smear Combo, indualm 1 recatver and 1 raixrkeeza Iemorllanamtt.r. ® VUlerironice Black Max Submarwge Pump 1 ® Watertrowa Bo& Max Submsmible Pump 1 Irrigation Lateral Une: Pwyethylene and PVC Class 20D 3,464 if. 10Og Pdyectoo s up to 1-114, then PVC Class 200 SDR 211- t -1!P and larger. Iaigetion Mwnim PVC Clan 200 SDR 21 13,1141.. PVC dens 200 Moog n woe N t' Y Y to U9 4 �ZR Z LuV '--W LJ F 02015 Westwood Prafesslonal Services, Inc. Call 48 Hours before cliggingi 811 or calI811.com Common Ground Alliance YS 4PRO OS D { 0JWDFL DPLAIN (907.9) P1 r �-EN TEi.LhI I, S• -t" s OT� If r r p r ` 1 ��� • • �v� \�. \/ /� ',z _ POND 1 T ` �\ UJ TLET EL=n^2U f I+I \' ria f rl 7 I 1 ! � / \\ �. \•\ 1 , . \ \ r � � ' � r 7, yX'4cj f \`S; � -� _' J �� _ \ �+Pw,� �'��� ;- �x ;'rac 3i �' ` � � 33 TLEb EL --C2.0 `. /, ` f.' /\ f 'r�" p�,�' ✓ �' i+� Vii° 1r gw\ � J ,"!� 1 � I1 y i � Y_ :�:-" ! ;/ I �'X�.; I' r ,���,/7 •�\ 1 � f / / \ ' " � r I ! i P \ \C \ l �.�\•r _ nJTLET LLt�02. r \/zI�y �'F�('_ 4. �r'.. I ! \ Try _ ✓� �� n. / / ..,� %�f � 1 ��y M � I Ax 7 3i� S •� .I 3 �/ i � •K'�SS' f 1 e � < ! f - e .: %iJ jry/�c� ..5 I it ` `v • �\ ���'C .� l�'I (�%�, I 4Y g' ��`. r� 1 !'.: r rte," �'ic:' ^� r \ \/ r I 1 � of J� \ \ r ��" .f�' 7 ?• _ fr + � �'�f' .�'Kk S.�- f � - � r� r r / 1 -. rE r Com. \ � � ..�. f � -� �j.f �!!f ! 'i 1i f�1 p xk•-ac. TQ /f lI �y \ `.�,. �\ f . �` o \\ $ •\ ���F, �! " J i r � F C-1 f I`+ (,,�� ;i��: � �',k�. [. _.._ r LIMELF f .(1' 1 ,� ••� " _� J 1'"�l ' _ ..'.j I it ,� , __ <a .� \ / �i�' `1 I � j�T' rl CR�EI' � �} � --,2> �� I y' - '� /]` � _ _ \4 _ ' ♦ j[•� / Legend, - 1 �yx_ ) - r—— 1 PROPOSED FLOODPLAIN - 1 / FILL AREA - - -r - - - ,;.�,i r ff•: j +C PROPOSED FLOODPLAIN 1 1 /, l "�'�..' s.•*: -I-v ` i .. J J �/ I 'I r/ -s.� • �a _ . -' !. '-!r": /awl,- � MITIGATION AREA i C � } � � � j _ d`1= - - --J '� '"�'•�'.�`1r'r,i' � A� /3��r-OC`` I I •aos 1 r \ I! � 1 I I I r i I - -- r - II� \a z FLOODPLAIN FILL = 21,790 CF = 0.50 AF � � �. � `I 1 I W � 11. � �t 1 I�' Bra- .' / *FLOODPLAIN MITIGATION = 1,872,855 CF = 42.99 AF -�1C v �_ �_, s * = INCLUDES AREA BETWEEN NWL (902.0) AND RCWD FLOODPLAIN LINE (907.9). -7 -9zz ? 0' 100• 200' 300' Do. 06/18/]5 she- 11 OF 11 Clearwater Westwood "`"�ad.�� , ae i .V . m er r ®. a.>s e -.d eP�mx41. o.lcn.t !� a 1i1: 11 fl� Ir9m1Pe1l %%]1hEetPSYO w.m.mERmm -Cove Floodplain � i N. aW d —RIM. Minnesota ,9m%I 6o—WW. a° DR Horton, Inc. E2..1rd,.,WIIsW Cs CmlbrldgCOVit,ffidbe 7M Mfigaflon wIM Falk ven.Q MN welnoRaRor.mwwi sw.1-, n. DM 11/16/75 u� xo 77716 — - - -'-- .... - o>..ya 6. LakevNe, mwnouh 55094 Hugo. L LM (Above Space Reserved for Recording Information) STORMWATER RE USE AGREEMENT (Clearwater Cove, Hugo, Minnesota) THIS STORMWATER RE -USE AGREEMENT (this "Agreement") is entered into as of this day of May, 2016, by and between the CITY OF HUGO, a Minnesota municipality organized and existing under the laws of the State of Minnesota (the "City") and CLEARWATER COVE HOMEOWNERS' ASSOCIATION, a Minnesota non-profit corporation (the "HOA"). RECITALS A. Stormwater ponds (the "Ponds") have been or will be located on property owned by the City and legally described as: Outlot B and Outlot D, Clearwater Cove, Washington County, Minnesota (the "City Outlots"). B. The City desires to allow stormwater to be pumped out of the Ponds and used to provide irrigation water to the individual lots created or to be created within the Clearwater Cove residential community (the "Lots") as identified on Exhibit A attached hereto and incorporated herein. C. A Stormwater Re -Use Distribution System (the "System"), including without limitation Stormwater Re -Use Pumps (the "Pumps"), has been designed and will be installed in locations as generally depicted on Exhibit B attached hereto and incorporated herein, which System and Pumps allow stormwater from the Ponds to be used to provide irrigation water to the Lots CORE/2008719.0393/114949063,5 D. The City and the HOA wish to enter into this Agreement, governing the use of the System and the Pumps. NOW, THEREFORE, for valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties hereby agree as follows: 1. Use of Pumps. The City hereby grants to the HOA the right to utilize the Pumps and the Ponds to pump stormwater from the Ponds and for use in the System to provide irrigation water to the Lots, all in accordance with the terms and conditions of this Agreement. The Pumps and electrical controls will be installed and stored within the City Outlots. The City hereby grants to the HOA, its successors and assigns, a non-exclusive license to use the City Outlots and rights of way as necessary to receive the benefit of and comply with the terms and conditions of this Agreement during the period in which the System is in use. 2. Permits. The HOA shall apply for and obtain from the Minnesota Department of Natural Resources ("DNR") one or more appropriation permits, as required, prior to pumping any water from a Pond. The terms of any such permits shall be reasonably acceptable to both the City and the HOA. The HOA shall be responsible for ensuring compliance with the requirements of the DNR, including without limitation, all reporting requirements and fee payments. 3. Pumping Requirements. The HOA shall be required to pump a minimum of two million seven hundred fourteen thousand four hundred (2,714,400) gallons of stormwater from the Ponds each year after build -out of all of the Lots to meet the stormwater pen -nit requirements for the Clearwater Cove residential community. Notwithstanding anything to the contrary in this Agreement, no pumping of stormwater from the Ponds shall occur when the water level in the Pond served by a Pump falls below eight hundred ninety-seven (897.0) feet above sea level. 4. Irrigation. The HOA and the Lot owners shall be exempt from any watering restrictions of the City relating to irrigation, provided that the HOA is re -using stormwater via the System for irrigation purposes. Such exemption shall not apply if the HOA or Lot owners are using the City's water supply for irrigation purposes. 5. Rules. The HOA may, from time to time, promulgate reasonable rules and regulations relating to the use and operation of the System ("Stormwater Re -Use Rules"). Such Stormwater Re -Use Rules may include conditions, rules and regulations related to water availability, specific and/or allowed watering times and days, and required watering to maintain the capacity of the Ponds. The HOA shall provide the City and the Lot owners a copy of any Stormwater Re -Use Rules, which will be subject to change at the discretion of the HOA. Notwithstanding anything to the contrary, any lots within Clearwater Cove that are owned by D.R. Horton, Inc. — Minnesota, a Delaware corporation (the "Horton Lots") shall be exempt from any Stormwater Re -Use Rules, for as long as D.R. Horton, Inc. — Minnesota owns them. 6. Maintenance. The HOA shall be responsible for operating, maintaining, winterizing, repairing and replacing the System and the Pumps, and for the costs thereof, CORE12008719.03 831114949063.5 provided, however, that the HOA may assess the costs incurred under this Agreement to the Lot owners pursuant to the governing documents for the Clearwater Cove residential community. The HOA shall coordinate full -system draining and blow-out for winterization purposes. Maintenance, inspection, and testing shall adhere to operation and maintenance guidelines as set forth by the Metropolitan Council Stormwater Reuse Guide -2011 as identified on Exhibit C. It shall be the HOA's responsibility to ensure water quality is adequate for irrigation prior to system start-up each spring. Notwithstanding the foregoing, in no event shall the City Outlots or the Horton Lots be subject to assessment for such costs. 7. Default. In the event the HOA fails or refuses to maintain, repair and/or operate the System or the Pumps as required herein, the HOA shall correct the deficiency within thirty (30) days after the City gives written notice to the HOA specifying the deficiency, or as soon as weather permits. If the HOA fails to timely correct the def ciency, then the City may, with ten (10) days written notice and without regard to the formalities of Minnesota Statutes Chapter 429, perform such work to maintain, repair, and/or operate the System and assess each Lot within the Clearwater Cove residential community for the cost of such work. This section is in addition to any requirements from the Encroachment and Maintenance Agreement recorded with the County Recorder for Washington County as document number 4044872. 8. Credits. The HOA recognizes the City's intent to use any excess volume and water quality credits created by the System as a means of meeting volume and water quality requirements for City road and other projects under Rice Creek Watershed District stormwater management rules. Notwithstanding the foregoing, the HOA has no obligation to create any such excess credits or to operate the System in any manner other than in accordance with the requirements of this Agreement. 9. Plans. The HOA shall submit to the City as -built drawings of System showing all lines, including service connections with original system, location of all underground structures, location and types of valves, description of conditions that require valves to be open or shut, and the location(s) of drain plug/cleanout sump(s). Future services will be shown on individual house building permit plans. 10. Miscellaneous. This Agreement contains the entire agreement between the City and the HOA regarding the subject matter hereof. This Agreement may be signed in any number of counterparts, each of which shall be considered an original, but which together shall constitute one and the same instrument. This Agreement may be amended only by a written instrument signed by the parties hereto. This Agreement shall run with the land. [Signature and Acknowledgement Page Follows,] CORFJ2008719.038311 I4949063.5 IN WITNESS WHEREOF_ the parties have executed this Agreement as of the day and year first above written. CITY OF HUGO Tom Weidt, Mayor Michele Lindau, Clerk CLEARWATER COVE HOMEOWNERS' ASSOCIATION By: Ron K4@ enbach, President STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON ) The foregoing instrument was acknowledged before me this day of May, 2016, by Tom Weidt and Michele Lindau, the Mayor and Clerk of the City of Hugo, a Minnesota municipal corporation, on behalf of the municipal corporation. Notary Public STATE OF MINNESOTA ) ss. COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me this 2, day of May, 2016, by Ron Mullenbach, the President of Clearwater Cove Homeowners' Assoc' tion, a Minnesota non- profit corporation, on behalf of the non-profit co ation. WLA A JENSEN Nobry Public 610TARY PUBLIC • MINNESOTA MY COMMISSION EXPIRES 0118t118 THIS INSTRUMENT WAS DRAFTED BY: Stinson Leonard Street LLP (gf/jk) 150 South Fifth Street, Suite 2300 Minneapolis, Minnesota 55402 CORE/2008719.03831114949063.5 EXHIBIT B DEPICTION OF SYSTEM AND PUMPS CORF/2008719.03831114949063.5 � |� �� . � �: � � : � � �§ 4 ¢ / / | lIC!earwater Cove JLkLgs 2l CORE/2008719.0383/114949063.5 EXHIBIT C OPERATION AND MAINTENANCE REQUIREMENTS opratlons 1 aIntonan(o Pian % r :v. r. d 3 .. a. i `r tP. ` .?^r'Lr. 5.,:�k ... r.►.s r�.. e'i."■ 1. e.. �...�_ 4t7 4Y. .., r:/1 �3 �r .r, s. �- ! .i..«.`,..� ..�; lid..: ....: :�'. *' Durrrrg flirstyeal, inWectandrecold sedknent depth aWIVytodeformhe the ram ofsedm- entaccurffiuladort Decream rate of fu ye kisperfion We fad on findYng!s t Inspec MU rnMM 2.Cleaning schedule lo. P&WicmmmWotaccunwiatedseoYmentbmdoniMectionfnfts Po. Fall cleaning ofenfire stRxtm asW ofwkiterfzalbn t edures 3.Winterizaton lo� EsCaN6hh schedule rbrr Wnienzatkffl. F Empty water from ent v system. Clean kisbeandouNde ofd. ► valvesshould rerna reopen &ft WMr. 4. Pump maintenance and winterlation p oedures, as recommended by manufacturer. l► FoilowmawicVmrt in- ructbm Torp arm nterranxpandwWerkatk)n 5.5ite pla.9 showing: r► Locaponofall undeumundaamms Locafionandl' Sof aWs ol2sc pfk-in ofcondfltkm that req rre Yalta' to bye open OfAm lo- Loca#onofdVWnplug1dewmtstJ m CORFJ2008719.0383/114949063.5 G, S =Hugo p 14669 FAzgereld Avenue NoH Hugo, MJ 55036 Ph ne(Ml )762-6300 [J Fu(651)426-2859 Memorandum TO: Honorable Mayor Tom Weidt and Members of the City Council FROM: Ron Otkin, Finance Director SUBJECT: Request to Cancel TIF Development Agreement DATE: For the City Council Meeting of May 16, 2016 DESIRED COUNCIL ACTION Motion to Approve a Resolution Cancelling Tax Increment Development Agreement HISTORY OF TIF DEVELOPMENT AGREEMENTS In 1996 the City Council established the Bald Eagle Industrial Park Tax Increment Financing (TIF) District. The City issued $1,885,000 G.O. Taxable Tax Increment Bonds in 1998 and used the proceeds to acquire and transform approximately 54 acres of farmland into an industrial park. The property was marketed and business subsidies were offered to attract development. The subsidies were in the form of land write-downs in exchange for entering into agreements that guaranteed the parcels would be developed and generate sufficient tax increments to repay the subsidies. As per TIF statutes in place at that time, land write-down subsidies could only be offered by the City within five years of establishing the TIF District. In that 5 -year period the City subsidized seven land -sale transactions. The last subsidy in 2001 involved the sale of approximately 2.94 acres to Schwieters Properties for $185,536. SCHWIETERS PROPERTIES BUSINESS SUBSIDY Although no money exchanged hands at closing, Schwieters Properties entered into a development agreement (dated 01/16/01) whereby they agreed to construct a 45,000 square foot building with a minimum assessed value of $1,483,354. They also agreed that this minimum assessed value would remain in effect for fifteen years (until December 31, 2018.) Based on tax rates in place at that time this minimum assessed value would generate sufficient tax increments to repay the business subsidy. Cancellation of TIF Development Agreement Page 2 MINIMUM ASSESSED VALUE Although Schwieters Properties agreed to a minimum assessed value of $1,483,354 for fifteen years, the City Assessor retained the discretion to assign a market value in excess of this minimum. In fact, the value assigned by the City Assessor has been significantly higher. Since the building was constructed the assessed value has reached as high as $1,822,500. The current value is $1,640,300. We can safely conclude that the business subsidy has been repaid and that it is no longer necessary to enforce the minimum assessment agreement. REQUEST TO CANCEL TIF DEVELOPMENT AGREEMENT Schwieters Properties wishes to refinance their loan with Associated Bank and is requesting that the City cancel the development agreement that has been in effect since 2001. STAFF RECOMMENDATION To the best of the City's knowledge, Schwieters Properties have performed all of the requirements contained in the TIF agreement and have repaid the business subsidy granted by the City. Staff recommends City Council approval of the attached RESOLUTION CANCELLING TAX INCREMENT DEVELOPMENT AGREEMENT. Resolution Cancelling Tax Increment Development Agreement Letter from Associated Bank RESOLUTION 2016 - A RESOLUTION CANCELLING TIF DEVELOPMENT AGREEMENT WHEREAS, on October 16, 2001, the CITY OF HUGO, Minnesota (the "City") entered into a development agreement with SCHWIETERS PROPERTIES (the "Developer") for improvements generally constituting a light -industrial facility to process home construction products and related improvements; and WHEREAS, the improvements have been constructed on the property generally described as Lot 2, Block 1, Schwieters Millwork, Washington County, Minnesota, together with driveway easements; and WHEREAS, to the best of the City's knowledge the Developer has performed all of the requirements contained in the development agreement and has repaid the business subsidy granted by the City. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, WASHINGTON COUNTY, MINNESOTA, that the Developer has met the conditions of the development agreement dated October 16, 2001, for the improvement of the real estate parcel described herein, and that such agreement is hereby cancelled. 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 16" day of May, 2016, Tom Weidt, Mayor Attest: Michele Lindau, City Clerk Associated Bank May 10, 2016 Bryan Bear City of Hugo Hugo City Hall 14669 Fitzgerald Avenue N. Hugo, MN 55038 RE: Schwieters Properties Development Agreement Dear Bryan and City of Hugo City Council: This letter serves as a request to cancel that certain Development Agreement dated October 16, 2001 entered into by the City of Hugo and Schwieters Properties, LLP., relating to the acquisition of certain real property, including, without limitation, the real property listed below. Pursuant to the Development Agreement, the City agreed to sell the Property to Schwieters Properties, LLP for One Dollar ($1.00), subject to the terms and conditions of the Development Agreement. Property Description: • Parcel 1: Lot 2, Block 1, Schwieters Millwork, Washington County, Minnesota • Parcel 2: Together with a driveway easement as created in Driveway Easement Agreement dated November 8, 2000, filed November 14, 2000, as Document No. 3128981. Parcel 3: Together with a driveway easement as created in Driveway Easement Agreement dated October 16, 2001, filed December 10, 2001, as Document No. 3200431. It is our understanding that the TIF District the Agreement pertained to has since been decertified. We, along with Schwieters Properties, would greatly appreciate your consideration of this request and cancelation of the Agreement. Should you have any questions, please do not hesitate to call me at 952-591-2784. Sincerely, Leif Johnson Vice President MINNESOTA LAWFUL GAMBLING LG220 Application for Exempt Permit (ac11 5/15 Page 1 of 2 An exempt permit may be issued to a nonprofit Application Fee (non-refundable) organization that: Applications are processed in the order received. If the application • conducts lawful gambling on five or fewer days, and • awards less than $50,000 in prizes during a calendar is plication fee is received 30 days the more before the event, the year. application fee is $100; otherwise the fee is ¢150. If total raffle prize value for the calendar year will be Due to the high volume of exempt applications, payment of $1,500 or less, contact the Licensing Specialist assigned to additional fees prior to 30 days before your event will not expedite your county by calling 651-539-1900. service, nor are telephone requests for expedited service accepted. ORGANIZATION INFORMATION Organization Previous Gambling Name: American Legion Auxiliary Unit 620 Permit Number: X-00968-15-017 Minnesota Tax IO Federal Employer ID 27 1447354 Number, if any: Number (FEIN), if any: Mailing Address: 5383 140th Street North City: Hugo State: MN zip; 55038 County: Washington Name of Chief Executive Officer (CEO): Rita D. Lorey, President Daytime Phone: 612-371-8512 Email: riorey@foleymansfield.com NONPROFIT STATUS Type of Nonprofit Organization (check one): = Fraternal = Religious E✓ Veterans Other Nonprofit Organization Attach a copy of one of the following showing proof of nonprofit status: (DO NOT attach a sales tax exempt status or federal employer ID number, as they are not proof of nonprofit status.) A current calendar year Certificate of Good Standing Don't have a copy? Obtain this certificate from: MN Secretary of State, Business Services Division Secretary of State website, phone numbers: 60 Empire Drive, Suite 100 www.sos.state.mn.us St. Paul, MN 55103 651-296-2803, or toll free 1-877-551-6767 IRS income tax exemption (501(c)) letter in your organization's name Don't have a copy? To obtain a copy of your federal income tax exempt letter, have an organization officer contact the IRS toll free at 1-877-829-5500. IRS - Affiliate of national, statewide, or international parent nonprofit organization (charter) If your organization falls under a parent organization, attach copies of beth of the following: 1. IRS letter showing your parent organization is a nonprofit 501(c) organization with a group ruling, and 2. the charter or letter from your parent organization recognizing your organization as a subordinate. GAMBLING PREMISES INFORMATION Name of premises where the gambling event will be conducted (for raffles, list the site where the drawing will take place): Hugo American Legion Post 620 Address (do not use P.O, box): 5383 140th Street North City or Township: Hugo, MN zip: 55038 County: Washington Date(s) of activity (for raffles, Indicate the date of the drawing): July 17, 2016 Check each type of gambling activity that your organization will conduct: Bingo* ❑ Paddlewheels* ❑ Pull -Tabs* ❑Tlpboards* Raffle (total value of raffle prizes awarded for the calendar year. $ ] * Gambling equipment for bingo paper, paddlewheels, pull -tabs, and tipboards must be obtained from a distributor licensed by the Minnesota Gambling Control Board. EXCEPTION: Bingo hard cards and bingo number selection devices may be borrowed from another organization authorized to conduct bingo. To find a licensed distributor, go to www.mn.gov/gcb and click on Distributors under List of Licensees, or call 651-539-1900. LG220 Application for Exempt Permit 5/15 Page 2 of 2 LOCAL UNIT OF GOVERNMENT ACKNOWLEDGMENT (required before submitting application to the Minnesota Gambling Control Board) CITY APPROVAL COUNTY APPROVAL for a gambling premises for a gambling premises located within city limits located in a township _The application is acknowledged with no waiting period. _The application is acknowledged with no waiting period. _The application is acknowledged with a 30 -day waiting _The application Is acknowledged with a 30 -day waiting period, and allows the Board to Issue a permit after 30 days period, and allows the Board to Issue a permit after (60 days for a 1st class city). 30 days. The application is denied. The application is denied. Print City Name: Hugo, MN Print County Name: Signature of City Personnel: Signature of County Personnel: Title: Date: Title: Date: TOWNSHIP (if required by the county) On behalf of the township, I acknowledge that the organization is applying for exempted gambling activity within the township limits. (A township has no statutory authority to approve or The city or county must sign before submitting application to the deny an application, per Minn. Statutes, section 349.213.) Gambling Control Board. print Township Name: Signature of Township Officer: Title: Date: CHIEF EXECUTIVE OFFICER'S SIGNATURE (required) The Information provided in this application Is complete and accurate to the best of my knowledge. I acknowledge that the financial report will be completed and returned to the Board within 30 days of the event date. Chief Executive Officer's Signature: Date: (Signature must be CEO's signature; designee may not sign) Print Name: Rita D. Lorey, President REQUIREMENTS MAIL. APPLICATION AND ATTACHMENTS Complete a separate application for: Mail application with: . all gambling conducted on two or more consecutive days, or a copy of your proof of nonprofit status, and . all gambling conducted on one day. Only one application is required if one or more raffle drawings are application fee (non-refundable). If the application postmarked or received 30 days or more before the event, conducted on the same day. the application fee is $100; otherwise the fee is $150. Financial report to be completed within 30 days after the Make check payable to State of Minnesota. gambling activity Is done: To: Minnesota Gambling Control Board A financial report form will be mailed with your permit. Complete 1711 West County Road B, Suite 300 South and return the financial report form to the Gambling Control Roseville, MN 55113 Board. Questions? Your organization must keep all exempt records and reports for Call the Licensing Section of the Gambling Control Board at 3-1/2 years (Minn. Statutes, section 349.166, subd. 2(f)). 651-539-1900. Data privacy notice: The Information requested on this form (and any attachments) will be used by the Gambling Control Board (Board) to determine your organization's qualifications to be Involved In lawful gambling activities in Minnesota. Your organization has the right to refuse to supply the Information; however, If your organization refuses to supply this information, the Board may not be able to determine your organization's qualifications and, as a consequence, may refuse to issue a permit. If your organization supplies the information requested, the Board will be able to process the application. Your organization's name and address will be public Information when received by the Board. All other information provided will be private data about your organization until the Board issues the permit. When the Board Issues the permit, all information provided will become public. If the Board does not Issue a permit, all information provided remains private, with the exception of your organization's name and address which wlll remain public. Private data about your organization are available to Board members, Board staff whose work requires access to the Information; Minnesota's Depart- ment of Public Safety; Attorney General; Commissioners of Administration, Minnesota Management a Budget, and Revenue; Legislative Auditor, national and International gambling regulatory agencies; anyone pursuant to court order; other individuals and agencies specifically authorized by state or federal law to have access to the information; Individuals and agencies for which law or legal order authorizes a new use or sharing of Information after this notice was given; and anyone with your written consent. This form will be made available in alternative format (i.e. large print, braille) upon request. An Equal Opportunity Employer Agenda Number: 4 - CITY OF HUGO PLA"N"ING AND ZONING APPLICATION STAFF REPORT TO: Bryan Bear, City Administrator FROM: Rachel Juba, Planner SUBJECT: D.R. Horton. Easement Vacation - Outlot G, Clearwater Cove DATE: May 11, 2016, for the City Council Meeting of May 16, 2016 1. PROPOSED MOTION: Move approval of the attached notice vacating the drainage and utility easements located 2. DESCRIPTION OF REQUEST: The applicant is requesting a vacation of the existing drainage and utility easement located over Outlot G, Clearwater Cove. Outlot G will be used for the development of Clearwater Cove 2nd Addition. New drainage and utility easements will be placed on the lots at the time the final plat is recorded. Staff is comfortable with the applicants requests to vacate the drainage and utility easements. 3. RECOMMENDATION: Staff recommends that the City Council approve the notice to vacate the drainage and utility easement located over Outlot G, Clearwater Cove. Attachments: 1. Notice vacating drainage and utility easement 2. Location Map NOTICE OF COMPLETION OF VACATION PROCEEDINGS FOR THE VACATION OF A DRAINAGE AND UTILITY EASEMENT OVER PROPERTY LOCATED GENERALLY SOUTH OF FRENCHMAN ROAD (CSAH 8) AND EAST OF EVERTON AVENUE PLEASE TAKE NOTICE that the City Council for the City of Hugo has, on the 16"i day of May, 2016, completed the proceedings for the vacation of the Drainage and Utility Easement on property legally described as follows: Outlot G, Clearwater Cove, Washington County, Minnesota. Dated this 16th day of May 2016. Bryan Bear, City Administrator STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this day of 2016, before me, a Notary Public, personally appeared BRYAN BEAR, City Administrator of the City of Hugo, a Minnesota municipality within the State of Minnesota, and that said instrument was signed on behalf of the City of Hugo by the authority of the City Council of the City of Hugo, and BRYAN BEAR, City Administrator, acknowledge said instrument to be the free act and deed of said City of Hugo. Notary Public This Instrument was drafted by: City of Hugo 14669 Fitzgerald Ave N Hugo, MN 55038 C] 0 H� O �R b q C .� �Q� W 0 0 UDy O ti � I�4 A C] RESOLUTION 2016 - A RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND ORDERING ADVERTISEMENT FOR BIDS FOR THE 147TH STREET AND ONEKA LAKE BOULEVARD STREET AND TRAIL IMPROVEMENT PROJECT WHEREAS, pursuant to direction by the Council on March 7, 2016, WSB & Associates Inc. has prepared plans and specifications for the improvements for the 147th Street and Oneka lake Boulevard Street and Trail Improvement Project, and has presented such plans and specifications to the Council for approval; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF HUGO, MINNESOTA: 1. Such plans and specifications, a copy of which is on file at City Hall, are hereby approved. 2. The City Clerk shall prepare and cause to be inserted in the official paper and the Construction Bulletin an advertisement for bids upon the making of such improvement under such approved plans and specs. The advertisement shall be published twice, shall specify the work to be done, and shall state that bids will be opened and that the responsibility of the bidders will be considered by Council Thursday June 23, 2016 at 10:00 AM Central Standard Time in the Council chambers of the City Hall, Hugo, MN. Any bidder whose responsibility is questioned during consideration of the bid will be given an opportunity to address the Council on the issue of responsibility. No bids will be considered unless sealed and filed with the clerk and accompanied by a cash deposit, cashier's check, bid bond or certified check payment to the clerk for 5% of the amount of such bid. Council members voting AYE: Council members voting NAY: Whereupon said resolution was declared passed and adopted this 16th day of May, 2016. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk CITY OF HUGO WASHINGTON COUNTY, MINNESOTA RESOLUTION 2016 - FOR PARKING RESTRICTIONS ON STATE AID PROJECT NO. 224-104-003 ON 147TH STREET AND ONEKA LAKE BOULEVARD FROM FOXHILL AVENUE NORTH TO GOODVIEW AVENUE NORTH WHEREAS, the City of Hugo has planned improvements for 147 Street North/Oneka Lake Boulevard east of Foxhill Avenue North and west of Goodview Avenue North; and WHEREAS, these improvements do not provide adequate width for parking on both sides of the street; and approval of the proposed construction as a State Aid street project must therefore be conditioned upon certain restrictions; NOW THEREFORE, BE IT RESOLVED the City Council of the City of Hugo, Minnesota, hereby ban the parking of motor vehicles on one side at all times. Passed and Adopted by the Council on this 16th day of May, 2016 Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk CERTIFICATION State of Minnesota ) County of Washington) City of Hugo ) I hereby certify that the foregoing Resolution is a true and correct copy of a resolution presented to and adopted by the City Council of Hugo at a meeting thereof held in the City of Hugo, Minnesota, on the 16t' day of May, 2016, as disclosed by the records of said City in my possession. Michele Lindau, City Clerk (Seal) Minnesota Community Solar Garden CONFIDENTIAL INFORMATION PRESEN TATION GERONIM0 ENERGY Presentation Agenda WHO IS GERONIMO ENERGY? OVERVIEW OF MINNESOTA COMMUNITY SOLAR GARDEN PROGRAM How do community solar gardens work? GERONIMO'S DEVELOPMENT PROCESS Geronimo's Portfolio Geronimo's Subscription Details GE O LIMO ENERGY Proprietary and Confidential www.geronimoenergy.com 2 M = i ` m � � GERCS LIMO ENERGY COMPANY BACKGROUND Proprietary and Confidential www.geronimoenergy.com �;;* W� GERONI11 O ENERGY 3 - ALL e _ GERONIMO ENERGY Geronimo at a Glance A LEADING RENEWABLE DEVELOPMENT COMPANY Over 1,400 MW of wind and solar developed and in operation or under construction by 2017 with leading customers and partners: n�Andersenv,XceEnergy Morte�wiNbbws•boas ..° . rormumellmExe anMeftife B"3W �ATNAWAY WAlVZEK J ) , �► ..Morgan Awarded the largest solar project in the Eastern half of the U.S. (Aurora Solar Project) Experienced team of development professionals with successful development throughout the country and multiple markets CREATIVE THINKERS YIELDING SIGNIFICANT ACCOMPLISHMENTS Leading voice on policy, renewables and solar energy in Minnesota: Helped establish the Minnesota utility scale solar market via legislation/ regulatory process c Community Solar Gardens Pioneer with de -risked projects ready for immediate deployment 4. 100 MW Aurora Solar Project (utility -scale distributed solar photovoltaic) beat natural gas plants in a public RFP run by the Minnesota Public Utilities Commission Proprietary and Confidential www.geronimoenergy.corn 4 Pw - -.��- GERONIMO ENERGY MINNESOTA COMMUNITY SOLAR GARDEN PROGRAiMi OVERVIEW AND BACKGROUND Proprietary and Confidential www.geronimoenergy.com Community Solar in the US Commun,itUy"1 r: States to Watch 111E NH MA Ri CT — DE MD Washington D.C- 0 States with policies supporting communipON. A Mv. . M. -NO � egislation introduced 1j' ut not yet passed E At least one community solar garden, no state-wide policy GERONtMO ENERGY Proprietary and Confidential www.geronimoenergy.corn 6 - — Imp- GERON1100 ENERGY What is Community Solar? Solar PV panels are installed in sunny locations to produce renewable electricity Each subscriber's utility bill is ` credited with the electricity created s by their share of the solar garden i DEFINITION A shared solar project connected to the tocol g,, -id that is "tiVirtuc-HY" o `erect to multiple subscribers L;Jndlzidual entities can subscribe 4 ough solar to cover up to 120% 11ir annual electricity usage —�j http://www.cleanenergVresourcetea ms-org(sites/default/filesIcERTS2015_StacyMiiler_DOC-DER_CmtvSolar.pdf Proprietary and Confidential www.geronimoenergy.com 7 M = i ` m � � GERCS LIMO ENERGY COMPANY BACKGROUND Proprietary and Confidential www.geronimoenergy.com �;;* W� GERONI11 O ENERGY 3 - ALL e _ GERONIMO ENERGY Geronimo at a Glance A LEADING RENEWABLE DEVELOPMENT COMPANY Over 1,400 MW of wind and solar developed and in operation or under construction by 2017 with leading customers and partners: n�Andersenv,XceEnergy Morte�wiNbbws•boas ..° . rormumellmExe anMeftife B"3W �ATNAWAY WAlVZEK J ) , �► ..Morgan Awarded the largest solar project in the Eastern half of the U.S. (Aurora Solar Project) Experienced team of development professionals with successful development throughout the country and multiple markets CREATIVE THINKERS YIELDING SIGNIFICANT ACCOMPLISHMENTS Leading voice on policy, renewables and solar energy in Minnesota: Helped establish the Minnesota utility scale solar market via legislation/ regulatory process c Community Solar Gardens Pioneer with de -risked projects ready for immediate deployment 4. 100 MW Aurora Solar Project (utility -scale distributed solar photovoltaic) beat natural gas plants in a public RFP run by the Minnesota Public Utilities Commission Proprietary and Confidential www.geronimoenergy.corn 4 Pw - -.��- GERONIMO ENERGY MINNESOTA COMMUNITY SOLAR GARDEN PROGRAiMi OVERVIEW AND BACKGROUND Proprietary and Confidential www.geronimoenergy.com Community Solar in the US Commun,itUy"1 r: States to Watch 111E NH MA Ri CT — DE MD Washington D.C- 0 States with policies supporting communipON. A Mv. . M. -NO � egislation introduced 1j' ut not yet passed E At least one community solar garden, no state-wide policy GERONtMO ENERGY Proprietary and Confidential www.geronimoenergy.corn 6 - — Imp- GERON1100 ENERGY What is Community Solar? Solar PV panels are installed in sunny locations to produce renewable electricity Each subscriber's utility bill is ` credited with the electricity created s by their share of the solar garden i DEFINITION A shared solar project connected to the tocol g,, -id that is "tiVirtuc-HY" o `erect to multiple subscribers L;Jndlzidual entities can subscribe 4 ough solar to cover up to 120% 11ir annual electricity usage —�j http://www.cleanenergVresourcetea ms-org(sites/default/filesIcERTS2015_StacyMiiler_DOC-DER_CmtvSolar.pdf Proprietary and Confidential www.geronimoenergy.com 7 -Or- ((C p GERONIMO ENERGY Rules for Minnesota Community Solar Gardens r, Authorized by III N Statute 216b.1641 J Project must be in );cel Energy service territory Eligible gardens are up to 1 megawatt (MW) p b �c�nno�r ca-coc�K. 9a 5 40% maximum ownership limit of each individual garden by any one subscriber A Minimum of 5- subscribers per garden Subscribers mus` be located within same the county, or within an adjace;it county, to the solar garden location. Proprietary and Confidential www.geronimoenergy.com 8 JILM& JEL Jill "III _ - GERONIIMO ENERGY C01"MUNI TY SOLAR GARDEN SUBSCR!PIONS HOW DO THEY WORK? Proprietary and Confidential www.geronimoenergy.com 9 GERONIMO ENERGY How It Works creates the SolarI Rewards Prpgrarn develop portfolios of Community Solar Gerdan-s (CSG,} tinder Reel's Vrcrgram and slams up subscrk}vrz cernmunity solar gardens (C s�,communitV the wbscribed solar garden is Xre'i Enerp.-Y grid ret:eIves the cc+Mmvnrty solar gardian's energ&, c,lDadty and Renewable Energy Credits PREM recerve z credi, ton their ?cel Energy bilf for CIS-nIrshare, if the solar energy produced Lno thein suhscri6ed COMMUndysolar rden. Subscrfibers pav their subscribed garden develooer (Ger?ammo Energy), Prorv1,c.aru ani �nf;ceh::a ,•�vs�l.geranimgei�erg�.e�r: fi 0 C 10 GERONIMO ENERGY DEVELOPMENT PROCESS Proprietary and Confidential www.geronimoenergy.com Slip - ((t , GERONIMO ENERGY 11 The Geronimo Development Process SITE CONTROL Identify flat land with adjacent access to robust 3 -Phase distribution level electrical service INTERCONNECTION ANALYSIS ERONW40 ENERGY ® Research substation loading, transformer size and distance to substation in order to determine optimal project size PUBLIC RELATIONS • Establish community relationships and local support LAND USE PERMITTING • Obtain land use permit (Conditional Use Permit, Interim Use Permit) ENGINEERING AND ENVIRONMENTAL PERMITTING Conduct studies for permitting and construction including: Alta survey, wetlands and storm -;mater, phase 1 report, geotech borings, archeological field work Proprietary and Confidential www.geronimoenergy.com 12 GE t7NIM O ENERGY GERONIMO ENERGY COMMUNITY SOLAR GARDEN PORTFOLIO Proprietary and Confidential www.geronimoenergy.com 13 -ter -•-`J` GERONIMO ENERGY Geronimo,ls CSG locations and Subscriber Base 96 MW total: 29 locations in 18 counties, with a subscriber base of 45 counties Proprietary and Confidential www.geronimoenergy.com CamntunitySolar Garden County Capacity Andromeda McLeod 5 Antares _--_,— -.._.._. Ly°�_-_-�R� _ Antlia PipesMne 2 ._ Washington_ 3 Aries _� Caecum_ Benton Z Capella _ Pipestone _ 5 Carina _ mm Wabashe 4 Centaurus Chippewa Chisago___ _ Chisago 4 Corvus Blue Earth 5 Crater Chlppewa 2 Del hinus Benton 2 .w Gemini _ Chisago 3 Lyra Le5ueur 3 Mapleton _-._ --_ Blue Earth 3 Mo e_wood 3 __ Northfield Dakota 5 Orion Stearns 3 PaYnesviBe - - - Stearns $ Pegasus Stearns 2 Pollux Scott I Rosemount _ Dakota 5 Spica Kandllyohi 2 Sunrise Chisago 6 Taurus Chippewa 4 Ursa _ _--- - - _ Dakota Vega..._........_ __.._...._-5._..._ Po Community Solar Garden Subscribers must be located within Locations and Subscribers the county of the project location or within an adjacent county, and be a Additional Subscriber Base current xcel Energy customer 14 The Geronimo Portfolio Value and Benefits (�o)l GERONIMO ENERGY PROGRAM BENEFITS FOR SUBSCRIBERS OR No upfront investment Cl Annual energy savings Support renewable energy, market your company as "green'; and increase brand loyalty and overall value Keep your energy dollars local No maintEnance or overhead — each solar garden is professionally maintained Geronimo only develops real project sites: o Don't worry about if your subscribed garden will be built. o Geronimo has identified the best sites in Minnesota. o Unlike other developers, our community solar gardens (CSG) are located on properties for which Geronimo already has site control, permits and interconnection. o Geronimo's projects are the furthest along in the Xcel Energy queue, which means we are first in line for final approval, construction and operation. Proprietary and Confidential www.geronimoenergy, tom 1s GES :OIMO ENERGY Current Geronimo Energy Subscribers GEOGRAPHIC LOCATION A Spread across 4S Minnesota counties INDUSTRIES A Non -profits, colleges and universities, corporations, government agencies and residential units PUBLICLY ANNOUNCED SUBSCRIBERS St. Olaf College, St. Benedict acid St. John's Universities, St. Paul Public Housing Authority, District Cooling, Andersen Windows and Doors METROPOLITAN L M PUV • CO LLGE Andersen - N,, WINDOWS -DOORS ���r,ttc�r car Saint Benelf.ct Saiiit iolir s enr�•I r,�i=:ti• Proprietary and Confidential www.geronimoenergy.com 16 GERONIMO ENERGY GERGNIMO EMERGvo SUBSCRIPTION DETAILS Proprietary and Confidential www.geronimoenergy.com 17 _ - GERONIMO ENERGY Example Community Solar Garden —Transaction Structure No upfront investment is required from Subscriber Subscriber will subscribe for up to a 40% share in one or more individual 1 megawatt (MW) gardens developed by Geronimo Energy Geronimo Energy will enter into a 25 year Solar Garden Subscription Agreement with Subscriber o Price set at Solar Garden Credit Rate (Xcel's Applicable Retail Rate) Minus 1.0 cent/kilowatt hour (kWh) ➢ Example: 1st year Solar Garden Rate of 11.5 cents/kWh (credit on Customer bill) A Solar Power Purchase Agreement for that year would be 10.5 cents/kWh ➢ Ensures 1.0 cent/kWh savings for Customer 6 Transferrable to other Subscriber facilities or entities should Subscriber change locations or close a store/facility Geronimo will bear development, construction and operational cost risk of the protect o Will align incentives to maximize solar generation Proprietary -7nrq Confidentir; s ww-geronimoene gy.com 18 OW GERONI O ENERGY Subscription Agreement Cash Flows Proprietary and Confidential www.geronimoenergy.com 19 --W-ft - GERONIMd ENERGY Example of Subscriber Monthly Bill Credit Xcel Energy RESPONSIBLE BY NATUAEO ELEMIC CHARGES MAIL. RA TCYTA General Service Charge 100,000 $0.09 $9,000.00 ER RECURRING CHARGES DETAILS Description q6 Solar* Rewards Community Solar �Lp��p��" _IV Production Credit v Solar Production Period July 2013 SR0010499 Production Credit 60,000 0$0115$6,900.00 TOTALAMOUNT DUE Charge $9,00000 Credit S6,900.00 Total $2,100.00 GERONIMCY ENERGY RECURRING CHARGES DETAILS kWh RATE Description Solar* stewards Community Solar Production Credit Solar Production Period July 2013 SRC010499 Production Credit 60,000 SO.105 Total $6,300.00 Proprietary and Confidential www.geronimoenergy.com } 20 �Tr GE120NIM(7' ENERGY How It Works —Example Subscription Flow Chart r age200,000 annual h Subscription 7%of(6)1MW gardens, which offsets 60% of current usage i Credit $0.115/kWh bill credit, which results in annual bill credit of $82,800.00 i Payment $0.105 subscription rate (fixed $0.01/ kWh discount), which results in annual payment of $75,600.00 111.J6 yCdr — anu $170,000 over 25 years Assumptions: Subscriber usage equal to 100,000 kWh/ month. Subscriber elects to off -set consumption by 60%. Proprietary and Confidential www.geronimoenergy.com 21 KU RT SEESTROM SOLAR GARDEN REPRESENTATIVE 0 952.988.9000 M 612.961.1578 KURT@G ERONIMOENERGY.COM LEE BJERK SOLAR GARDEN REPRESENTATIVE 0 952.988.9000 M 651.425.8193 LEE12GERONIMOENERGY.COM �r� J GERONIMQ ENERGY Contact RICK MASLOSKI SOLAR GARDEN REPRESENTATIVE 0 952.988.9000 M 612.817.6200 RICK GERONIMOENERGY.COM DOUG WESTER SOLAR GARDEN MANAGER 0 952.988.9000 M 612.293.0997 DOUG@GERONIMOENERGY.COM Proprietary and Confidential . www.geronimoenergy.com 22 GE ONIMU ENERGY The City of Hugo - Solar Rewards Cost Savings Analysis Lottery Results March 8, 2016 XCEL ENERGY SOLAR* REWARDS PROGRAM OVERVIEW In 2013, Minnesota State legislation directed Minneapolis-based utility, Xcel Energy, to create a program for community solar gardens (Minnesota Statute # 216b.1641). Xcel named the program the Xcel Energy Solar*Rewards Program, and it is overseen by the state's Public Utilities Commission. A community solar garden is a centralized, shared solar project connected to the energy grid that has multiple subscribers. Each subscriber receives a credit on their Xcel Energy electric bill based upon the production of the solar facility and their subscription share of that facility. Xcel Energy Program Rules (apply to all community solar garden developments) Eligible gardens are up to 1 MW, and up to five gardens may be located next to one another, • The program is limited to Xcel Energy customers in the state of Minnesota. • Subscribers must be located within the same county, or within an adjacent county, to the subscribed solar garden location(s). Each subscriber may be allocated up to 40% of a single community solar garden. • There is a minimum requirement of 5 subscribers per solar garden. ABOUT GERONIMO ENERGY Geronimo Energy is a North American utility -scale wind and solar development company based in Minneapolis, Minnesota. Geronimo has developed over 1,500 megawatts of contracted wind farms and solar projects throughout the United States and has a pipeline of projects that boast an aggregate nameplate capacity exceeding 3,000 megawatts of clean energy -- roughly enough to power one million American homes. Geronimo solar projects provide clean electricity to utilities and other large energy consumers. Recent Geronimo Energy solar developments include the multi -store Slumberland Furniture installation and the internationally recognized Aurora Utility -Scale Distributed Solar Generation Project. Geronimo's current community solar garden (CSG) subscribers span a variety of industries and geographic locations and include non -profits, colleges and universities, corporations, government agencies and residential units. Presently, Geronimo serves residential customers through its executed subscriptions with our non-profit, education and government organizations, which together make up nearly half of Geronimo's CSG subscription base. GERONIMO ENERGY'S COMMUNITY SOLAR GARDENS Geronimo Energy is actively working with and seeking subscribers. Like all Minnesota community solar garden developments, the energy produced by Geronimo's solar gardens will be delivered to Xcel's local distribution system under Xcel Solar*Rewards Community program. Together with its finance partner, Geronimo provides a complete set of services to guarantee a superior level of service and reliability for subscribers. Subscribers under Geronimo's community solar garden program are ensured smooth implementation and operation of community solar garden projects, including subscription management, real-time solar production monitoring, and lifetime maintenance and facility upkeep. 7650 EDINBOROUGH WAY, STE 725, EDINA, MN 554351 P 952.988.9000 J F 952.988.9001 www.geronimoenergy.com GERO IMCY ENERGY GERONIMO ENERGY PROGRAM BENEFITS FOR SUBSCRIBERS No upfront investment or future capital requirements. • Annual energy savings through a simple, straight -forward pricing structure. • Xcel Energy remains your electricity provider. Geronimo's CSG subscriptions are transferable. Work with one of the nation's best and most landowner -friendly development companies. * Enjoy the security of the financial backing from a global powerhouse. Support renewable energy. Keep your energy dollars' local, Geronimo's projects are real—advanced site control, permitting, and interconnection. • No maintenance or overhead - each solar facility is professionally maintained. GERONIMO ENERGY PROGRAM BENEFITS FOR THE CITY OF HUGO There are (6) 1MW gardens open for new subscriptions within your County or adjacent Counties. • Your lottery results allow you to offset 240kW (two 120kW tickets) or 402,960 kWh. + Subscribing to both gardens you were allotted at 12% of each garden available to you will allow you to offset the total of, 402,960 kWh. • First Year savings of $4,029.60 - at one penny ($0.01) per kWh. • 25 year savings of $94,921.06 - including a slight degradation factor of the garden at one half of one percent (0.5%) per year. COMMUNITY SOLAR REWARDS PROGRAM COST SAVINGS Garden_ Ar Nevis 1 Argo Navis 3 Annual Total Year 1; $ 1,014 80, $ 2,U114 80 ! $ 4,0_2.9_.60 Year2�.$ 2,D04.73 $ 2,004.73 $ 4,009,45 3 5 L994 70 ! $ 1,494.70 ; $ 3,989 40 - Year4 $ 1,984.73 $ 1,984.73 $ 3,969.4fi --Year 5; $ 1,974 8:1.: $ 1„974 81 $ 3,949_61 Year6 $ 1,964.93 $ 1,964.93$ 3,929.86 _ Year81 $ 1,945.33 1 $ 1,945.33 $_3,8_90.6_6 I _ Yea15 $ 1,9i5 60 $ 1935 so $- 3,87121 Year* $__L, L2 5.pL $ 1,925.93 $ 3,851.85 I Year1 i $ 1916 30 i $ _1,916 30: $ 3,832 59 Year 12 $1,90( $ 1,906.12-,$ 3,813-43 Year 1,89718 S _ Year 14 $ 1,887.70 $ -1,878 . 1,89718 = $ 3,79436 1,887. 70M__775.39 _ Yeai 154_ $ 1,878 2E i $ _ 36 ; S 3.756.51 I!- vearIT $�1�85.9_52 $ 1,8_{95? e_$ -3,71904 R. I ~-Year 18 $ 1,850.22 $ 1,822 $ 3,700.45 L _ Yeal 19;-$_ 1_890 97 ` $ 1,840 97 , $ 3,681_95 - Year20� $ 1,831,77 $ 1,831.77 $ 3,663.54 $ 1,822 61 ; L . eYea—r 11 $_. 1813.50$ _1,822 .61 I $3,645 9292 0__626 $ 5 3, - . Yea_r29 $�1,804a3 : $ 1,80443 _$ 3`60686 ' _-Ye_ar24 $ 1,795.41 $ 1,795.41 $ -3,59_0.81 Year 25! $ 1,786 Cs $ 1,786 43 f $ 3,572 66 !25 YearTotal $ 47,460 53 r $ 47,460.53 $ 94,921.06 *Solar garden electric savings analysis is an estimate only. Variations will depend upon amount of allocation, available gardens, space in available gardens, permit approvals from cities and counties, interconnection agreement with Xcel Energy, and terms agreed upon with financial partner. 7650 EDINBOROUGH WAY, STE 725, EDINA, MN 554351 P 952.988.9000 i F 952.988.9001 Www.geronilmoenergy.com ]::/I Rachel Leitz From: Doug Wester <Doug@geronimoenergy.com> Sent: Thursday, April 28, 2016 11:04 AM To: Rachel Leitz Subject: RE: City Council Meeting Hi Rachel, This is the best summary of the commercial terms of the contract that I was able to round up. These three sections of the contract are what sum up the true nature of the contract in regards to a cities allocation, bill credits, and also the performance guarantee. I've included snippets below, but the section itself reads pretty clearly in the contract itself. Section 3 — Sale and Purchase of Credits; Allocation • Owner shall allocate a portion of Facility Capacity to Subscriber equal to [•] percent ([•] %) of Facility Capacity (the "Allocation"). Owner shall provide to LDC the Allocation along with Subscriber's name, LDC account number(s), and service address(es) ("Subscriber Data"). Owner shall sell to Subscriber and Subscriber shall purchase from Owner, the right to receive an amount of Credits calculated on the basis of that portion of the total kilowattAC hours delivered by the Facility to LDC which corresponds to the Allocation. The Allocation shall be effective for each and every LDC Production Month (as defined in the CSG Contract) during the Term. Owner shall post Credits to Subscriber's account monthly for invoicing pursuant to Section 4 of this Agreement ("Subscriber's Monthly Credits"). Thus, where x = number of Subscriber's Monthly Credits, y = kilowattAC hours delivered in an LDC Production Month, and a = Allocation, x = y*a. Section 4 — Price and Payment • For the right to receive Subscriber's Monthly Credits generated by the Facility each month, Subscriber shall pay to Owner an amount equal to the product of (i) the corresponding Subscriber's Monthly Credits, and (ii) the Bill Credit Rate then applicable to the LDC's Solar Rewards Community Program minus one cent ($.01) (the "Monthly Allocation Payment"). Section 8 — Performance Guarantee Q Owner will provide Credits from operation of the Facility in an amount not less than ninety percent (90%) of Expected Deliveries (weather adjusted) as set forth on Exhibit B I'll follow up this email with a call to walk through this for any questions. I hope this will help bring clarity when your council discusses. Best, Doug Doug Wester Solar Garden Manager 7650 Edinborough Way, Suite 725 Edina, MN 55435 Main: 952.988.9000 Direct: 952.641.4043 Geronimo Energy SOLAR GARDEN SUBSCRIPTION AGREEMENT This Solar Garden Subscription Agreement ("Agreement") is entered into as of the day of , 20 (the "Effective Date') by and between Argo Navis CSG1, LLC, a Delaware limited liability company ("ANCSGI"), and the City of Hugo, a Minnesota statutory city (the "Subscriber"). In this Agreement, ANCSGI and Subscriber are sometimes referred to individually as a "Party" and collectively as the "Parties." RECITALS A. ANCSGI intends to develop, operate and maintain a photovoltaic generation facility qualified as a "Community Solar Garden" pursuant to Minn. Stat. 216B.1641 ("CSG Program") to be located at 21205 St. Croix Trail N, Scandia, MN 55073 (the "Facility") and has entered or will enter into a Standard Contract for Solar Rewards Community ("CSG Contract) with the local electric distribution company (the "LDC"). The designed capacity of the Facility shall be approximately 1,000 kWAc (1,279 kWnc) (subject to adjustment as described herein, the "Facility Capacity"); B. The energy produced by the Facility will be delivered by ANCSGI via interconnection of the Facility to the electric grid, to the LDC, which will calculate the monetary value of the energy received from the Facility per applicable utility tariff and convert that amount into credits per kilowatt hour (the "Bill Credit Rate" as defined in the CSG Contract) on the bills from LDC to the subscribers of ANCSGI ("Credits"); C. ANCSGI will, in accordance with the terms hereof, and through the administrative process established by the LDC as approved by the Minnesota Public Utilities Commission ("MPUC"), allocate and sell the right to receive Credits to its subscribers according to their respective Allocations (as defined below); D. Subscriber is an LDC customer (Premise. No. 303052875 and desires to purchase Credits from ANCSGI in proportion to its expected consumption of electricity at 6900 137th Street N, Hugo, MN 55038 ("Customer Site"). NOW, THEREFORE, in consideration of the foregoing recitals, the mutual premises, representations, warranties, covenants, conditions herein contained, and the Exhibits attached hereto, Subscriber and ANCSGI agree as follows. 1. Term. The term of this Agreement shall commence on the Effective Date, and, unless terminated earlier pursuant to the provisions hereof, shall terminate on the 25th anniversary of the Commercial Operation Date (as defined below) (the "Term'). The Term shall not be extended by virtue of any period of disconnection or event of Force Majeure experienced by the Facility. 2. Operation of the Facility. a. ANCSGI shall operate the Facility during the Term so as to deliver all energy generated by the Facility to LDC in accordance with the CSG Contract and applicable LDC tariffs. b. ANCSGI shall maintain the Facility in good working order at all times during the Term, and shall operate the Facility in a manner reasonably intended to maximize the amount of Credits allocable to Subscriber, consistent with good custom and practice for operation of utility generating facilities. 3. Sale and Purchase of Credits: Allocation. a. ANCSGI shall promptly notify Subscriber of the Date of Commercial Operation of the Facility as established pursuant to the CSG Contract ("Commercial Operation Date"). In the event that the Commercial Operation Date is not achieved by December 31, 2017, and any of the following events or circumstances occur, either Party may terminate this Agreement, without liability, upon delivery of such notice to the other Party: i. after timely application to the LDC (or other applicable distribution service provider whose system the Facility connects to deliver energy (the "Distribution Provider") and commercially reasonable efforts to secure interconnection services, ANCSGI has not received written confirmation and evidence that interconnection services will be available for the energy generated by the Facility at the Facility Capacity; or ii. if the LDC or another party with the authority to do so disqualifies ANCSGI or the Facility from participating in the CSG Program. b. ANCSGI shall allocate a portion of Facility Capacity to Subscriber consisting of 88.486 kWnC (subject to update by ANCSGI in connection with finalizing the Facility Capacity) equal to six and nine tenths percent (6.9%) of Facility Capacity (the "Allocation"). ANCSGI shall provide to LDC the Allocation along with Subscriber's name, LDC account number(s), and service address(es) ("Subscriber Data"). C. ANCSGI shall sell to Subscriber and Subscriber shall purchase from ANCSGI, the right to receive an amount of Credits calculated on the basis of that portion of the total kilowatt hours (in AC) delivered by the Facility to LDC which corresponds to the Allocation. The Allocation shall be effective for each and every LDC Production Month (as defined in the CSG Contract) during the Term. ANCSGI shall post Credits to Subscriber's account monthly for invoicing pursuant to Section 4 of this Agreement ("Subscriber's Monthly Credits"). Thus, where x = # of Credits, y = kWhAc delivered in a Production Month, and a Allocation, x =y x a. 4. Price and Pa ment. a. For the right to receive Credits generated by the Facility each month, Subscriber shall pay to ANCSGI an amount equal to the product of (i) the corresponding Subscriber's Monthly Credits, and (ii) the Bill Credit Rate then applicable to the LDC's Solar Rewards Community Program minus one cent ($.01) (the "Monthly Allocation Payment'). b. Beginning with the second calendar month following the Commercial Operation Date, ANCSGI shall invoice Subscriber, utilizing Subscriber's preferred invoicing service, for the Monthly Allocation Payment for the Credits posted to Subscriber's account since the prior invoice date. Subscriber shall make its payments to ANCSGI no later than thirty (30) 2 days following receipt of the applicable invoice. ANCSGI shall include with each invoice, a copy of the LDC statement delivered to ANCSGI that indicates the kWhAc upon which the LDC calculates the Credit to Subscriber. 5. Records and Audits. a. Upon request by Subscriber, ANCSGI shall provide (i) evidence of the accuracy of its metering equipment for the Facility and/or (ii) such other information and records requested by Subscriber to enable Subscriber to verify the accuracy of the Credits awarded by the LDC and any other calculation and/or measurements described in this Agreement. b. ANCSGI shall provide reports to Subscriber (i) monthly, containing the energy produced by the Facility, and (ii) annually, containing an audited financial statement of ANCSGI, and a current statement of management, financing parties, and operatorship of ANCSGI. Subscriber may provide comments to ANCSGI on the accuracy and completeness of the annual reports, and shall provide a copy of any such comments to LDC. C. As required by Minnesota Statutes, section 16C.05, subdivision 5, the records, books, documents, and accounting procedures and practices of ANCSGI and of any subcontractor of ANCSGI relating to work performed pursuant to this Agreement shall be subject to audit and examination by the Subscriber and the Legislative Auditor or State Auditor as described in such subdivision. ANCSGI and any subcontractor of ANCSGI shall permit, upon reasonable advance written notice, the Subscriber or its designee to inspect, copy, and audit its accounts, records, and business documents at any reasonable time during regular business hours, as they may relate to the performance under this Agreement. Audits conducted by the Subscriber under this provision shall be in accordance with generally accepted auditing standards. 6. Taxes. a. Subscriber shall be solely liable for sales or similar taxes imposed by a governmental entity, if any, attributable to the sale of Credits allocated to the Subscriber. b. Subscriber shall have no interest in and have no entitlement to claim any investment tax credit or other tax benefits related to ownership of the Facility. 7. Representations, Warranties and Covenants. a. Each Party represents and warrants to the other Party: i. The Party is duly organized, validly existing, and in good standing in the jurisdiction of its organization and is qualified to do business in the State of Minnesota; ii. The Party has f=ull legal capacity to enter into and perform this Agreement; iii. The execution of the Agreement has been duly authorized, and each person executing the Agreement on behalf of the Party has fall authority to do so and to fully bind the Party; and iv. To the best of its knowledge, there is no litigation, action, proceeding or investigation pending before any court or other Governmental Authority by, against, affecting or involving its ability to carry out the transactions contemplated herein. b. ANCSGI represents, warrants, and covenants to Subscriber: i. ANCSGI has, or in the ordinary course will obtain, all licenses, permits and any other required documents to construct and operate the Facility; ii. ANCSGI shall perform its obligations under the CSG Contract and otherwise comply with all provisions of the CSG Program and other applicable tariffs. iii. Except as may be required by law or regulation, or with Subscriber's consent, ANCSGI will not publicly disclose Subscriber's LDC account information, energy usage data, or Credits. C. Subscriber represents, warrants, and covenants to ANCSGI: i. Subscriber's average annual energy consumption for its subscribing account(s) over the two year period prior to the Effective Date is 116,160 kWhAc; ii. Subscriber shall not install or procure any other distributed generation resource(s) serving Subscriber's premises to which energy is delivered by LDC under Account No. 51-4549587-4, which resource(s), when combined with the Allocation, may generate energy (including energy upon which the Credits are based) exceeding one hundred twenty percent (120%) of Subscriber's average annual energy consumption over the twenty-four (24) months prior to such installment or procurement. iii. Within thirty (30) days of request by ANCSGI, which request shall be made not sooner than the date of commencement of construction of the Facility, Subscriber shall complete, execute, and deliver to ANCSGI the Subscriber Agency Agreement in the form attached hereto as Exhibit A. Upon execution, all of the information and statements of Subscriber provided therein shall be accurate. iv. Subscriber understands and agrees it will have no interest in or entitlement to (a) benefits or derivatives of "Unsubscribed Energy" or "RECs" associated with the Facility as each is defined in the CSG Contract; and (b) incentives under the MN Department of Commerce's Made in Minnesota program and LDC's Solar Rewards program associated with the Facility. 8. Performance Guarantee. ANCSGI hereby guarantees that in every period of two consecutive calendar years during the Term, beginning with the first full calendar year, ANCSGI will provide Credits from operation of the Facility in an amount not less than ninety percent (90%) of Expected Deliveries (weather adjusted) which will be set forth on Exhibit B 4 hereto (the "Guaranteed Performance") not later than the date of commencement of construction of the Facility. ANCSGI shall pay Subscriber one cent ($.01) per Credit to the extent the actual number of Credits purchased by Subscriber during any such two year period (the "Measurement Period") is less than the Guaranteed Performance for the entire Measurement Period (combining the Expected Deliveries for both calendar years). Such payment shall be Subscriber's sole remedy for default by ANCSGI under this Section 8. ANCSGI shall have no liability under this Section 8 if the Facility's failure to achieve Guaranteed Performance is due to an event of Force Majeure. 9. Default. a. Events of Default. The following shall each constitute an Event of Default by a Party: i. The Party fails to make any material payment due under this Agreement within thirty (30) days after delivery of notice from the other Party that such payment is overdue. ii. The Party materially fails to perform or comply with any material representation, warranty, obligation, covenant or agreement set forth in this Agreement and such failure continues for a period of thirty (30) days after delivery of notice thereof from the other Party. iii. The Party is subject to a petition for dissolution or reorganization, voluntary or involuntary, under the U.S. Bankruptcy Code. b. Force Majeure. Except as specifically provided herein, if by reason of Force Majeure, a Party is unable to carry out, either in whole or in part, any of its obligations herein contained, such Party shall not be deemed to be in default during the continuation of such inability, provided that: (i) the non-performing Party, within a reasonable time after the occurrence of the Force Majeure event, gives the other Party notice describing the particulars of the occurrence and the anticipated period of delay; (ii) the suspension of performance be of no greater scope and of no longer duration than is required by the Force Majeure event; (iii) no obligations of the non-performing Party which were to be performed prior to the occurrence causing the suspension of performance shall be excused as a result of the occurrence; and (iv) the non-performing Party shall use reasonable efforts to remedy the cause(s) preventing it from carrying out its obligations. "Force Majeure" as used in this Agreement shall mean an event or circumstances beyond the reasonable control of a Party and not resulting from the Party's negligence, including, but not limited to fire, acts of God, earthquake, flood or other casualty or accident; break down or failure of the Distribution Provider's electric distribution system; serial equipment defect; strikes or labor disputes; war, civil strife or other violence; and any law, order, proclamation, regulation, ordinance, action, demand or requirement of any government agency or utility. Either Party may terminate this Agreement upon 15 days' written notice to the other Party if any event of Force Majeure affecting such other Party has been in existence for a period of 180 E consecutive days or longer, unless such event of Force Majeure expired before the end of the 15 day notice period. 10. Remedies; Limitation of Liability; Waiver. a. Remedies. Subject to the limitations set forth in this Agreement, the Parties each reserve and shall have all rights and remedies available to it at Iaw or in equity with respect to the performance or non-performance of the other Parties hereto under this Agreement. Under no circumstances shall ANCSGI's liability for breach of this Agreement exceed, in any one calendar year, an amount equal to (i) the Allocation percentage times (ii) $15,000; provided, however that such limitation shall not apply to damages arising out of the sale or allocation by ANCSGI to a third party of the Credits allocated and committed to Subscriber hereunder. For example, if the Allocation is 40%, then the limit described in the preceding sentence shall equal 40% x $15,000 or $6,000 total. b. ANCSGI Damages. In the event of Subscriber's breach, repudiation, or termination of this Agreement in violation of the provisions hereof, ANCSGI shall be entitled to recover from Subscriber (subject to ANCSGI's duty to mitigate damages including its duty to try and find a replacement subscriber): (i) the unpaid Monthly Allocation Payments due at the time of termination; and (ii) ANCSGI's actual, reasonable, and verifiable damages resulting from Subscriber's breach. Any post -termination Monthly Allocation Payments that may qualify as damages under this section, will be calculated -based upon the Schedule of Expected Deliveries of CreditsExhibit B, hereto), and the Bill Credit Rate at the time of Subscriber's breach of this Agreement. C. Limitation of Liability. EXCEPT AS EXPRESSLY ALLOWED HEREIN, NO PARTY SHALL BE LIABLE TO THE OTHER PARTY FOR SPECIAL, INDIRECT OR PUNITIVE DAMAGES OF ANY CHARACTER, RESULTING FROM, ARISING OUT OF, IN CONNECTION WITH OR IN ANY WAY INCIDENT TO ANY ACT OR OMISSION OF A PARTY RELATED TO THE PROVISIONS OF THIS AGREEMENT, IRRESPECTIVE OF WHETHER CLAIMS OR ACTIONS FOR SUCH DAMAGES ARE BASED UPON CONTRACT, WARRANTY, NEGLIGENCE, STRICT LIABILITY OR ANY OTHER THEORY AT LAW OR EQUITY. d. Exclusions. NOTWITHSTANDING ANYTHING TO THE CONTRARY IN THIS SECTION 10, THE LIMITATIONS OF THIS SECTION 10 DO NOT APPLY TO A CLAIM FOR GROSS NEGLIGENCE OR WILLFUL MISCONDUCT; FOR FAILURE TO COMPLY WITH LAWS; FOR INDEMNIFICATION; FOR BREACH OF CONFIDENTIALITY OR FOR INTELLECTUAL PROPERTY INFRINGEMENT. 11. Early Termination. a. Either Party may terminate this Agreement on notice thereof to Subscriber in the event that ANCSGI is unable to obtain financing for the Facility on commercially reasonable terms on or before December 31, 2017. b. If ANCSGI fails to perform under this Agreement due to an event of Force Majeure that lasts more than twelve (12) months or fails to restore the Facility to full C] operation at Capacity within twelve (12) months following an event of Force Majeure causing damage to the Facility, Subscriber shall have the right to terminate this Agreement by giving ANCSGI at least sixty (50) days prior notice of its intent to terminate based on such failure(s). Any such notice of termination shall be given within three (3) months of such failure(s). In the event of termination pursuant to this Section 11(b), ANCSGI shall pay to Subscriber, as liquidated damages, one cent ($.01) for each Credit expected to have been allocated to Subscriber for the six month period following the expiration of such twelve (12) month period. C. In the event (i) the CSG Contract is terminated based on ANCSGI's breach thereof or (ii) ANCSGI materially breaches its obligations of performance in this Agreement and such breach is not cured within thirty (30) days after ANCSGI receives written notice of such breach from Subscriber (provided, however, that if such breach is not capable of being cured within such thirty -day period and ANCSGI has commenced and diligently continued actions to cure such breach within such thirty -day period, the cure period shall be extended to 180 days, so long as ANCSGI is making diligent efforts to do so), then Subscriber may terminate this Agreement as provided in this Section 11. In the event of a termination by Subscriber described in the preceding sentence, ANCSGI shall pay to Subscriber, as liquidated damages, one cent ($.01) for each Credit expected to have been allocated to Subscriber for the calendar year following termination according to the Schedule of Expected Deliveries, Exhibit B. d. The Parties agree that actual damages in the event of termination of this Agreement as specified in Sections 11(b) and 11(c), would be difficult to calculate and that the liquidated damages specified herein are a reasonable approximation of such actual damages. 12. Assignment. No Party shall assign or in any manner transfer this Agreement or any part thereof except in connection with (a) Subscriber's assignment to a party approved in advance by ANCSGI, with such approval not unreasonably withheld, on the bases of (i) creditworthiness, (ii) the party's eligibility under the Solar Rewards Community Program, (iii) Subscriber's payment to ANCSGI of seven hundred fifty dollars ($750) to cover ANCSGI's administrative expenses associated with the transfer (the "Transfer Fee") and (iv) other factors evidencing an increase in a material risk of a breach of this Agreement, (b) ANCSGI's assignment of this Agreement to any Affiliate that owns or, by long-term lease, controls the Facility, provided that such Affiliate has the same or better credit strength and has agreed in writing to recognize Subscriber's rights under this Agreement and to not disturb any of Subscriber's rights hereunder; (c) ANCSGI's collateral assignment of this Agreement to any financial institution that provides financing for the Facility (including a financial institution that enters into a sale/leaseback transaction with respect to the Facility) that has agreed in writing to recognize Subscriber's rights under this Agreement and to not disturb any of Subscriber's rights hereunder upon the foreclosure or conveyance in lieu thereof, and, in connection with any collateral assignment of this Agreement, Subscriber agrees to comply with the lender accommodations set forth in Exhibit C to this Agreement; (d) ANCSGI's assignment of this Agreement, prior to the Commencement of Operations Date, to another operator/owner of a community garden facility, in the same County and qualified under the Solar Rewards Community Program which has sufficient capacity to accept Subscriber's Allocation, has the same or better credit strength, and agrees in writing to recognize Subscriber's rights under this Agreement and to not disturb any of Subscriber's rights hereunder; or (e) Subscriber's assignment of this Agreement to any of its Affiliates or successor entity if the Minnesota 7 legislature reassigns responsibility for the services provided by Metropolitan Council (without change of service address) provided that such Affiliate or successor entity has the same or better credit strength. 13. Miscellaneous. a. LDC Disputes. ANCSGI shall be solely responsible for resolving any dispute with LDC regarding the production of energy by the Facility. Subscriber shall be solely responsible for resolving any dispute with LDC regarding the calculation of the Bill Credit Rate. b. Notices. i. All notices and other formal communications which any Party may give to another under or in connection with this Agreement shall be in writing (except where expressly provided for otherwise), shall be deemed delivered upon mailing, deposit with a courier for hand delivery, or electronic transmission, and shall be sent by any of the following methods: hand delivery; reputable overnight courier; certified mail, return receipt requested; or email transmission. ii. Subscriber shall promptly notify ANCSGI of any changes in Subscriber Data. The notices and communications shall be sent to the following addresses: If to ANCSGI : BHE Renewables, LLC Program Manager — MN Community Solar Gardens 1850 N. Central Avenue Suite 1025 Phoenix, AZ 85004 BHERenewables@bherenewables.com 515-252-6677 If to Subscriber: Metropolitan Council Environmental Services 390 Robert Street North St. Paul, MN 55101 Attn.: Sustainable Operations Manager Sara. smith@metc.state.rnn.us C. Severability. If any term, covenant or condition in the Agreement shall, to any extent, be invalid or unenforceable in any respect under Applicable Law, the remainder of the Agreement shall not be affected thereby, and each term, covenant or condition of the Agreement shall be valid and enforceable to the fullest extent permitted by Applicable Law, unless such invalidity or unenforceability fiustrates or negates an essential purpose of this Agreement. d. Governing Law. This Agreement shall be governed by and construed in accordance with the domestic laws of the State of Minnesota without reference to any choice of law principles. e. Dispute Resolution. i. Amicable Settlement. The Parties shall attempt in good faith to resolve all disputes arising in connection with the interpretation or application of the provisions of this Agreement or in connection with the determination of any other matters arising under this Agreement by mutual agreement. ii. Continuation of Performance. 'During the pendency of any dispute hereunder, the Parties shall continue to perform their respective obligations under this Agreement. iii. Equitable Relief. Nothing in this Agreement shall be construed to preclude either Party from seeking or obtaining urgent equitable or injunctive relief from a court of law in relation to this Agreement. iv. Venue and Jurisdiction. The Parties agree that the courts of the State of Minnesota and the Federal Courts sitting therein shall have jurisdiction over any action or proceeding arising under the Agreement to the fullest extent permitted by Applicable Law. f. Insurance. With respect to the services provided pursuant to this Agreement, ANCSGI shall at all times during the term of this Agreement and beyond such term when so required have and keep in force the following insurance coverages and limits: i. Commercial General Liability on an occurrence basis with contractual liability coverage: General Aggregate $2,000,000 Products—Completed Operations Aggregate $2,000,000 Personal and Advertising Injury $1,500,000 Each Occurrence—Combined Bodily Injury and Property Damage $1,500,000 ii. Workers' Compensation and Employer's Liability: Workers' Compensation Statutory (If ANCSGI is based outside the state of Minnesota, coverage must comply with Minnesota Law). Employer's Liability. Bodily injury by: 9 Accident—Each Accident $500,000 Disease—Policy Limit $500,000 Disease—Each Employee $500,000 An umbrella or excess policy over primary liability insurance coverages is an acceptable method to provide the required insurance limits. The above establishes minimum insurance requirements. It is the sole responsibility of ANCSGI to determine the need for and to procure additional insurance which may be needed in connection with this Agreement. Upon written request, ANCSGI shall promptly submit copies of insurance policies to Subscriber. iv. ANCSGI shall not commence work until it has obtained required insurance and filed with Subscriber a properly executed Certificate of Insurance establishing compliance. The certificate(s) must name Subscriber as the certificate holder and as an additional insured for the liability coverage(s) for all operations covered under this Agreement. ANCSGI shall furnish to Subscriber updated certificates during the term of this Agreement as insurance policies expire. g. Compliance with Law. ANCSGI shall comply with all laws (including common laws), ordinances, codes, rules and regulations (collectively, "Laws") regarding ANCSGI's obligations and performance under this Agreement. ANCSGI shall obtain and maintain any and all permits, licenses, bonds, certificates and other similar approvals required in connection with this Agreement. In the event of an allegation that ANCSGI has failed to comply with any Laws or failed to obtain any and all permits, licenses, bonds, certificates and/or any other similar approvals required in connection with this Agreement, ANCSGI shall pay any fines or penalties imposed upon Subscriber as a result of such failure and shall reimburse Subscriber for any expenses (including attorneys' fees) incurred by Subscriber in responding to such allegation. h. Entire Agreement. This Agreement, and all documents referenced herein, contain the entire agreement between Parties with respect to the subject matter hereof, and supersede all other understandings or agreements, both written and oral, between the Parties relating to the subject matter hereof. i. No Joint Venture. Each Party will perform all obligations under this Agreement as an independent contractor. Nothing herein contained shall be deemed to constitute any Party a partner, agent or legal representative of another Party or to create a joint venture, partnership, agency or any relationship between the Parties. The obligations of Subscriber and ANCSGI hereunder are individual and neither collective nor joint in nature. j. Amendments, Binding Effect. This Agreement may not be amended, changed, modified, or altered unless such amendment, change, modification, or alteration is in writing and signed by each Party to this Agreement or its successor in interest. This Agreement inures to the benefit of and is binding upon the Parties and their respective successors and permitted assigns. 10 k. Counterparts. This Agreement may be executed in counterparts, each of which shall be deemed an original and all of which shall constitute one and the same agreement. 1. Further Assurances. From time to time and at any time at and after the execution of this Agreement, each Party shall execute, acknowledge and deliver such documents and assurances, reasonably requested by the other for the purpose of effecting or confirming any of the transactions contemplated by this Agreement. M. Survival. The provisions of Sections 10, (Remedies, Limitation of Liability; Waiver), 13(c) (Severability), 13(d) (Governing Law), and 13(e) (Dispute Resolution) shall survive the expiration or earlier termination of this Agreement for a period of six (6) years thereafter. n. No Third -Party Beneficiaries. This Agreement is intended solely for the benefit of the Parties hereto. Except as expressly set forth in this Agreement, nothing in this Agreement shall be construed to create any duty to or standard of care with reference to, or any liability to, or any benefit for, any person not a party to this Agreement. o. Confidentiali . Each Party agrees that it will not disclose Not Public Data (as hereinafter defined), directly or indirectly, under any circumstances or by any means (excluding disclosures to the LDC or as are required as a participant in the CSG Program), to any third person without the express written consent of the other Party unless such disclosure is permitted by the Minnesota Government Data Practices Act, Minn. Stat. ch. 13, or required by applicable Law. "Not Public Data' means, not public data as defined in Minnesota Statutes § 13.02, subd. 8a (2014). P. Data Practices. i. Consistent with Minnesota Statutes, section 13.05, subdii ision 6, if any data on individuals is made available to ANCSGI by the Subscriber under this Agreement, ANCSGI will administer and maintain any such data in accordance with Minnesota Statutes, Chapter 13 (the "Minnesota Government Data Practices Act'), and any other statutory provisions applicable to the data. If and to the extent that Minnesota Statutes, section 13.05, subdivision 11, is applicable to this Agreement, then: (A) all of the data created, collected, received, stored, used, maintained, or disseminated by ANCSGI in performing this Agreement are subject to the requirements of the Minnesota Government Data Practices Act; (B) ANCSGI must comply with those requirements as if it were a government entity; and (C) the remedies in Minnesota Statutes, section 13.08 apply to ANCSGI. ii. Consistent with Minnesota Statutes, section 13.055, if "private data on individuals," "confidential data on individuals" or other "not public data" are provided to or made accessible to ANCSGI by the Subscriber, ANCSGI must: (A) have safeguards to ensure private or confidential data on individuals or other not public data are only accessible or viewable by ANCSGI employees and agents whose work assignments in connection with the performance of this Agreement reasonably require them to have access to the data; (B) immediately notify the Subscriber of any unauthorized access by ANCSGI employees and agents, and unauthorized access by third parties; (C) fully cooperate with Subscriber 11 investigations into any breach in the security of private or confidential data on individuals or other not public data that may have occurred in connection with ANCSGI's access to or use of the data; and (D) fully cooperate with the Subscriber in fulfilling the notice and reporting requirements of Minnesota Statutes, section 13.055. The penalties in Minnesota Statutes, section 13.09 governing unauthorized acquisition of not public data apply to ANCSGI and ANCSGI employees and agents. If ANCSGI is permitted to use a subcontractor to perform ANCSGI's work under this Agreement, ANCSGI shall incorporate these data practices provisions into the subcontract. The remainder of this page is intentionally blank iii. If ANCSGI receives a request to release data referred to in this section, ANCSGI must immediately notify the Subscriber. The Subscriber will give ANCSGI instructions concerning the release of the data to the requesting party before the data is released. IN WITNESS WHEREOF, the Parties have executed this Agreement as of the Effective Date. THE CITY OF HUGO Name: Bryan Bear Title: City Administrator ARGO NAVIS CSG1, LLC By: Name: Eric Besseling Title: Authorized Representative 12 EXHIBIT A Subscriber Agency Agreement and Consent Form 13 Solar*Rewards Community Subscriber Agency Agreement and Caasent Forte The undersigned ("Subscriber') has a Subscription to the follawing Community Solar Garden: Community Solar Garden Name: Arlo Navis CSG1, LLC Community Solar Garden Address: 36320 Kost Trl North Branch MN 55056 Community Solar Garden Operator: ArLyo Navis CSG1, LLC Community Solar Garden contact information for Subscriber questions and complaints: Address (if different from above): 1850 N. Central Avenue Suite 1025 Phoenix AZ 5804 Telephone number: 515-252-6677 Email address: BHERenewablesCvbherenewables.com Web Site URL: http://www.bherenewables.com Subscriber Name: Subscriber's Account Number with Northern States Power Company: Subscriber Service Address where receiving electrical service from Northern States Power Company: The City of Huto 51-4549587-4 6900 1370' Street North, Hugo, MN 55038 14 By signing this Solar Rewards Community Subscriber Agency Agreement and Consent Form, the Subscriber agrees to all of the following: 1. Assignment of Renewable Energy Credits ("RECs' , Energy and Capacity to Northern States Power Company, a Minnesota corporation. The Subscriber agrees that the Community Solar Garden Operator has authority to assign all energy produced and capacity associated with the photovoltaic energy system at the Community Solar Garden to Northern States Power Company, and the Subscriber agrees that all energy produced, and capacity associated with the photovoltaic energy system at the Community Solar Garden shall belong to Northern States Power Company. The Subscriber also agrees that the Community Solar Garden Operator has authority to assign all RECs associated with the photovoltaic energy system at the Community Solar Garden to Northern States Power Company, and that if the Community Solar Garden or a person or entity on its behalf has assigned the RECs to Northern States Power Company, then all RECs associated with the photovoltaic energy system at the Community Solar Garden shall belong to Northern States Power Company. 2. Tax implications. The Community Solar Garden Operator has provided the Subscriber with a statement that Northern States Power Company makes no representations concerning the taxable consequences to the Subscriber with respect to its Bill Credits to the Subscriber or other tax issues relating to participation in the Community Solar Garden. 3. Northern States Power Company hereby discloses to the Subscriber that it recognizes that not all production risk factors, such as grid -failure events or atypically cloudy weather, are within the Community Solar Garden Operator's control. 4. Information Sharing. Participating in the Solar*Rewards Community Program will require sharing Subscriber's Account Information (name, account number, service address, telephone number, email address, web site URL, information on Subscriber participation in other distributed generation serving the premises of the Subscriber, Subscriber specific Bill Credit(s)) and Subscriber's Energy Use Data (the past, present and future electricity usage attributable to the Subscriber for the service address and account number identified for participation in the Community Solar Garden). The following outlines the type of information that will be shared, and how that information will be used. a. Subscriber's Account Information and Subscriber Energy Usage Data. The Subscriber authorizes Northern States Power Company to provide the Community Solar Garden Operator (and the Community Solar Garden Operator's designated subcontractors and agents) with the Subscriber's Account Information and Subscriber's Energy Usage Data as described in Section 4 above. This information is needed to allow the Community Solar Garden Operator determine the extent to which the Subscriber is entitled to participate in the Community Solar Garden, and to validate the amount of the Bill Credits to be provided by Northern States Power Company to the Subscriber. The current data privacy policies of Northern States Power Company applicable to its Solar*Rewards Community Program provided to the Subscriber by the Community Solar Garden Operator pursuant Section 3 above are attached as Exhibit 1 of this Solar*Rewards Community Subscriber Agency Agreement and Consent Form. These 15 privacy policies include definitions of "Subscriber's Account Information" and "Subscriber's Energy Usage Data." b. Subscriber's -Subscription Information: The Subscriber authorizes the Community Solar Garden Operator to provide information to Northern States Power Company identifying the Subscriber (with the Subscriber's name, service address, and account number) and detailing the Subscriber's proportional share in kilowatts of the Community Solar Garden and to provide additional updates of this information to Northern States Power Company as circumstances change. This information is needed to allow Northern States Power Company to properly apply Bill Credits for the photovoltaic energy generated by the Community Solar Garden. Also, this information is needed to allow Northern States Power Company to send to the Subscriber notices or other mailings pertaining to their involvement in the Solar*Rewards Community Program. The Community Solar Garden Operator shall not disclose Subscriber information in annual reports or other public documents absent explicit, informed consent from the Subscriber. The Community Solar Garden Operator will not release any Subscriber data to third parties except to fulfill the regulated purposes of the Solar*Rewards Community Program, to comply with a legal or regulatory requirement, or upon explicit, informed consent from the Subscriber. C. AggLegate Information. Aggregate information concerning production at the Community Solar Garden may be publicly disclosed to support regulatory oversight of the Solar*Rewards Community Program. This includes annual reports available to the public related to specific Community Solar Gardens, including but not limited to production from the Community Solar Gardens; size, location and the type of Community Solar Garden subscriber groups; reporting on known complaints and the resolution of these complaints; lessons learned and any potential changes to the Solar*Rewards Community Program; reporting on Bill Credits earned and paid; and reporting on the application process. Aggregated information will not identify individual Subscribers or provide Subscriber -Specific Account Information, Subscriber -Specific Energy Usage Data or Subscriber -specific Bill Credits unless a Subscriber provides explicit informed consent. Depending on the nature of the aggregated information, however, it may still be possible to infer the amount of production attributed to individual Subscribers to the Community Solar Garden. The Subscriber agrees to the inclusion of its production information in the creation of the aggregated information. The Community Solar Garden Operator will not use aggregated information for purposes unrelated to the Solar*Rewards Community Program without first providing notice and obtaining further consent, unless the aggregated information is otherwise available as public information. The policies of Northern States Power Company related to sharing aggregated information are part of the data privacy policies contained in the attached Exhibit 1 of this Solar*Rewards Community Subscriber Agency Agreement and Consent Form and should be provided to the Subscriber by the Community Solar Garden Operator pursuant Section 3 above. d. Information Requests from the MPUC or the Dqpartment of Commerce. The Subscriber agrees that the Community Solar Garden Operator and Northern States Power Company are authorized to provide any information they possess related to the 16 Subscriber or the Subscriber's participation in the Community Solar Garden to the Minnesota Public Utilities Commission (MPUC), the Minnesota Department of Commerce, or the Minnesota Office of Attorney General. This information is needed to allow proper regulatory oversight of Northern States Power Company and of the Solar*Rewards Community Program. e. Liability Release. Northern States Power Company shall not be responsible for monitoring or taking any steps to ensure that the Community Solar Garden Operator maintains the confidentiality of the Subscriber's Account Information, the Subscriber's Energy Usage or the Bill Credits received pertaining to the Subscriber's participation in the Community Solar Garden. However, Northern States Power Company shall remain liable for its own inappropriate release of Subscriber's Account Information and Subscriber's Energy Use Data. f. Duration of Consent. The Subscriber's consent to this information sharing shall be ongoing for the Term of the CSG Contract between the Community Solar Garden Operator and Northern States Power Company, or until the Subscriber no longer has a Subscription to the Community Solar Garden and the Community Solar Garden Operator notifies Northern States Power Company of this fact through the CSG Application System. Provided, however, the Subscriber's consent shall also apply thereafter to all such information of the Subscriber pertaining to that period of time during which the Subscriber had a Subscription to the Community Solar Garden. g. Modification. The above provisions addressing data privacy and in Exhibit 1 shall remain in place until and unless other requirements are adopted by the MPUC in its generic privacy proceeding, Docket No. E,G999/CI-12-1344, or other MPUC Order. Northern States Power Company shall le necessary revisions to its tariffs and contracts within thirty (30) days of such Order. Subscriber's Name: The City of Hugo Subscriber's Signature: Date: Bryan Bear, City Administrator 17 Exhibit 1 to Solar*Rewards Community Subscriber Agency Agreement and Consent Form Data Privacy Policies of Northern States Power Company Pertaining to the Solar*Rewards Community Program The data privacy policies of Northern States Power Company pertaining to the Solar*Rewards Community Program are as follows and may be changed from time to time as filed in the Company's tariff or as otherwise may be authorized by the Minnesota Public Utilities Commission ("MPUC"): Definitions Unless indicated otherwise, the same definition and neaning of terms in this document are the same as contained in the Standard Contract for Solar*Rewards Community. For ease of reference, here are some of the specific definitions: "Company" means Northern States Power Company, a Minnesota Corporation, and its affiliates and agents. "Subscribed Energy" means electricity generated by the PV System attributable to the Subscribers' Subscriptions and delivered to the Company at the Production Meter on or after the Date of Commercial Operation. "Subscriber" means a retail customer of the Company who owns one or more Subscriptions of a community solar garden interconnected with the Company. "Subscriber's Account Information" consists of the Subscriber's name, account number, service address, telephone number, email address, web site URL, information on Subscriber participation in other distributed generation serving the premises of the Subscriber, and Subscriber specific Sill Credit(s). "Subscriber's Energy Usage Data" includes the past, present and future electricity usage attributable to the Subscriber for the service address and account number identified for participation in the Community Solar Garden. 18 Overview This section addresses how Subscriber's Account Information and Subscriber's Energy Usage Data will be collected, used and shared as part of participation in the Solar*Rewards Community Program. 1. How Subscriber's Account Information and Enerav Usage Data Will Be Exchanged a. Subscriber Specific Information Once a Subscriber has executed a Subscriber Agency Agreement and Consent Form, an ongoing data exchange will occur between the Company and a Community Solar Garden Operator (and their designated subcontractors and agents): (i) The Company will disclose the following Subscriber -specific information to the Community Solar Garden Operator: • Subscriber's Account Information * Subscriber's Energy Usage Data • Bill credits (ii) The Community Solar Garden Operator will disclose to the Company the following Subscriber -specific information: Subscriber's Account Information • Community Solar Garden Allocation for each Subscriber's Subscription stated in kW • Production data related to the PV System Monthly Subscription Information b. Aggregated Subscriber Information Aggregated Subscriber information will be reported as part of Permitted Public Reporting, outlined in Section 2(b) below. To be considered "aggregated" the reported information must include information attributable to all Subscribers participating in a specific Solar*Rewards Community program site, which based on program requirements will contain a minimum of five Subscribers. Depending on the nature of the aggregated information, however, from this information alone or in combination with other publicly available information it may still be possible to infer the amount of production attributed to individual Subscribers to the Community Solar Garden. 19 2. How Subscriber's Information WiH Be Used The following outlines how the Subscriber's Account Information and Subscriber Energy Usage Data will be used as part of the Solar*Rewards Community Program. a. Program Management As part of administering the Solar*Rewards Community program, the Solar Garden Operator and the Company may provide information related to the Subscriber and/or the Community Solar Garden to: • the MPUC O the Minnesota Department of Commerce • the Minnesota Office of Attorney General • Other governmental or private entities as required by law or regulation Account Information and Subscriber's Energy Usage Data to service providers, agents, or contracted agents who support the program on its behalf. The Company prohibits these service providers from using or disclosing the Subscriber's information except as necessary to perform these specific services or to comply with legal requirements. More information about the Company's general privacy practices is explained in its Privacy Policy available on www.xcelencrgy.com. b. Permitted Public Reporting The Subscriber's Energy Usage Data of each participating Subscriber to a Community Solar Garden will be combined and reported in the aggregate by the Community Solar Garden Operator in its annual report on the Solar*Rewards Community program. The identity of specific Subscribers, the specific Subscriber's Account Information, Subscriber's Energy Usage Data and Subscriber -specific Bill Credit will not be listed in the public annual report unless the Subscriber has provided the Community Solar Garden Operator with prior written consent. Per the requirements of the MPUC, the Company will provide to the MPUC annual reports which will include information or data requested by the MPUC or Minnesota Department of Commerce, including the following: • Reporting on Solar*Rewards Community program costs, including an analysis of the deposit, application, participation and metering fees and further justification for these fees going forward; Reporting on the Solar*Rewards Community Gardens, including but not limited to size, location and the type of Solar*Rewards Community subscriber groups; • Reporting on known complaints and the resolution of these complaints; 20 • A copy of each contract signed with a Community Solar Garden Operator, if not previously filed; • Lessons learned and any potential changes to the program; • Report on bill credits earned and paid; and the • Application process C. Prohibited Reporting or Sharing Except as otherwise provided in this document, the Company will not disclose the Subscriber's Account Information, Subscriber's Energy Usage Data or Subscriber -specific Bill Credits to a third party without first obtaining the Subscriber's written consent. Any requests by the Community Solar Garden Operator to the Company for information about a Subscriber that is not Subscriber's Account Information or Subscriber's Energy Usage Data will require execution of a separate written consent by the Subscriber. Notwithstanding the previous statement, the Company will not provide the Community Solar Garden Operator with the Subscriber's Social Security Number unless directed to do so by the MPUC or Minnesota Department of Commerce or compelled by law or regulation. 3. Subscriber Data Access and Correction The following outlines what information is available to the Subscriber from the Company and the Community Solar Garden Operator, and methods of correcting any inaccuracies. a. Information Available from the Company Subscribers can contact the Company's call center to obtain information pertaining to their specific Bill Credit attributable to their participation in Solar*Rewards Community Program. The correction of any allocation of previously -applied Bill Credits among Subscribers or payments to the Community Solar Garden Operator for Unsubscribed Energy, pertaining to a particular month due to any inaccuracy reflected in such Monthly Subscription Information with regard to a Subscriber's Subscription in the PV System and the beneficial share of photovoltaic energy produced by the PV System, or the share of Unsubscribed Energy, shall be the full responsibility of the Community Solar Garden Operator, unless such inaccuracies are caused by the Company . Subscribers may also obtain from the Company the following information related to the Solar*Rewards Community Program without obtaining written consent from the Community Solar Garden Operator: Site location • Operator name • Nameplate capacity 21 • Production data related to the PV system • Bill Credit Rate and total amount of Bill Credits applied to the PV System • Any other information pertaining to the Subscriber's Subscription Other information regarding the Community Solar Garden Operator known to the Company will not be disclosed unless the Subscriber obtains prior explicit informed consent from the Community Solar Garden Operator or unless directed to do so by the MPUC or Minnesota Department of Commerce or compelled by law or regulation. b. Information Available from the Community Solar Garden Operator Subscribers and prospective subscribers can contact the Community Solar Garden Operator to obtain the following information: • Future costs and benefits of the Subscription, including: All nonrecurring (i.e., one-time) charges; ii. All recurring charges; iii. Terms and conditions of service; iv. Whether any charges may increase during the course of service, and if so, how much advance notice is provided to the Subscriber; V. Whether the Subscriber may be required to sign a term contract; vi. Terms and conditions for early termination; vii. Any penalties that the Community Solar Garden may charge to the Subscriber; viii. The process for unsubscribing and any associated costs; ix. An explanation of the Subscriber data the Community Solar Garden Operator will share with Northern States Power Company and that Northern States Power Company will share with the Community Solar Garden Operator; X. The data privacy policies of Northern States Power Company and of the Community Solar Garden Operator; xi. The method of providing notice to Subscribers when the Community Solar Garden is out of service, including notice of estimated length and loss of production; 22 xii. Assurance that all installations, upgrades and repairs will be under direct supervision of a NABCEP-certified solar professional and that maintenance will be performed according to industry standards, including the recommendations of the manufacturers of solar panels and other operational components; xiii. Allocation of unsubscribed production; and xiv. A statement that the Community Solar Garden Operator is solely responsible for resolving any disputes with Northern States Power Company or the Subscriber about the accuracy of the Community Solar Garden production and that Northern States Power Company is solely responsible for resolving any disputes with the Subscriber about the applicable rate used to determine the amount of the Bill Credit. • Copy of the contract with Northern States Power Company for the Solar*Rewards Community Program • Copy of the solar panel warranty • Description of the compensation to be paid for any underperformance • Proof of insurance • Proof of a long-term maintenance plan Current production projections and a description of the methodology used to develop production projections • Community Solar Garden Operator contact information for questions and complaints • Demonstration to the Subscriber by the Community Solar Garden Operator that it has sufficient funds to operate and maintain the Solar*Rewards Community Program The Community Solar Garden Operator is solely responsible for the accuracy of the Subscriber's share of the Community Solar Garden production information forwarded to the Company, and should resolve with the Subscriber any dispute regarding the accuracy of such information. Subscribers can submit comments to the Company on the accuracy and completeness of its annual report by contacting solarrewardscommunity@xcelenergy.com. 23 4. Data Retention The Company will retain the Subscriber's Account Information, Subscriber's Energy Usage Data and information on Bill Credits for as long as required under applicable law. 24 EXHIBIT B Schedule of Expected Deliveries of Credits [pro forma; final to be provided prior to commencement of construction] Subscriber's Share (kWh) Year 1 116,160 Year 2 115,579 Year 3 115,001 Year 4 114,426 Year 5 113,854 Year 6 113,285 Year 7 112,718 Year 8 112,155 Year 9 111,594 Year 10 111,036 Year 11 110,481 Year 12 109,929 Year 13 109,379 Year 14 108,832 Year 15 108,288 Year 16 107,746 Year 17 107,208 Year 18 106,672 Year 19 106,138 Year 20 105,608 Year 21 105,080 Year 22 104,554 Year 23 104,031 Year 24 103,511 Year 25 102,994 25 Weather Adjustment Protocol for Expected Deliveries For any two-year Measurement Period respecting application ofthe Performance Guarantee, Expected Deliveries shall be adjusted to reflect any negative difference (shortfall) between Expected Solar Irradiation ("ESP') and Actual Solar Irradiation ("ASP'). The ratio of ASI to ESI for the Measurement Period shall be applied to Expected Deliveries as a weather adjustment prior to comparing Actual Deliveries to Expected Deliveries for the purposes of the Performance Guarantee. The method of the weather adjustment is as follows. 1. The ESI for the Facility is 1390 KWh per square meter. 2. The ASI is to be determined by monthly pyranometer readings at the Facility. The monthly readings are to be averaged for each of the two calendar years in the Measurement Period. 3. The weather adjustment factor for the measurement period is the ratio of (i) ASI, determined per Step 2 of this method to (ii) ESI, determined per Step 1 of this method. The Expected Deliveries for the Measurement Period is multiplied by this factor to derive the Guaranteed Performance. 26 EXHIBIT C Lender Accommodations Subscriber acknowledges that ANCSGI will be financing the installation of the Facility either through a lessor, lender or with financing accommodations from one or more financial institutions and that ANCSGI may sell or assign the Facility and/or may secure ANCSGI's obligations by, among other collateral, a pledge or collateral assignment of this Agreement and a first security interest in the Facility. In order to facilitate such sale, conveyance, or financing, and with respect to any such financial institutions of which ANCSGI has notified Subscriber in writing Subscriber agrees as follows: (a) Consent to Collateral Assigqment. Provided the Financing Party has agreed in writing to recognize Subscriber's rights under this Agreement and to not disturb any of Subscriber's rights thereunder upon the foreclosure or conveyance in Iieu thereof, Subscriber consents to either the sale or conveyance by ANCSGI to a Financing Party that has provided financing of ANCSGI's right, title and interest in the Facility and to this Agreement. (b) Notices of Default. Subscriber will deliver to the Financing Party, concurrently with delivery thereof to ANCSGI, a copy of each notice of default given by Subscriber under the Agreement, inclusive of a reasonable description of ANCSGI default. Subscriber will not mutually agree with ANCSGI to terminate the Agreement without the written consent of the Financing Party. (c) Rights Upon Event of Default. Notwithstanding any contrary term of this Agreement, during the continuation of an event of default by ANCSGI under its agreements with Financing Party, provided that the Financing Party has agreed in writing to recognize Subscriber's rights under the Agreement and to not disturb any of Subscriber's rights thereunder: i. The Financing Party, as collateral assignee, shall be entitled to exercise, in the place and stead of ANCSGI, any and all rights and remedies of ANCSGI under this Agreement in accordance with the terms of this Agreement and the Financing Party shall also be entitled to exercise all rights and remedies of secured parties generally with respect to this Agreement. ii. The Financing Party shall have the right, but not the obligation, to pay all sums due under this Agreement and to perform any other act, duty or obligation required of ANCSGI thereunder or cause to be cured any default of ANCSGI thereunder in the time and manner provided by the terms of this Agreement. Nothing herein requires the Financing Party to cure any default of ANCSGI under this Agreement or (unless the Financing Party has succeeded to ANCSGI's interests under this Agreement) to perform any act, duty or obligation of ANCSGI under this Agreement, but Subscriber hereby gives it the option to do so. iii. Upon the exercise of remedies under its security interest in the Facility, including any sale thereof by the Financing Party, whether by judicial proceeding or under any power of sale contained therein, or any conveyance from ANCSGI to the Financing Party (or any assignee of the Financing Party). Any such exercise shall not constitute a default under this Agreement. 27 iv. Upon any rejection or other termination of this Agreement pursuant to any process undertaken with respect to ANCSGI under the United States Bankruptcy Code, at the request of the Financing Party made within ninety (90) days of such termination or rejection, Subscriber shall enter into a new agreement with the Financing Party or its assignee having the same terms and conditions as this Agreement. (d) Right to Cure. i. Except for termination pursuant to Section 3(a) of the Subscription Agreement in connection with a failure to achieve commercial operation by December 31, 2016, Subscriber will not exercise any right to terminate or suspend this Agreement unless it shall have given the Financing Party prior written notice by sending notice to the Financing Party (at the address provided by ANCSGI) of its intent to terminate or suspend this Agreement, specifying the condition giving rise to such right, and the Financing Party shall not have caused to be cured the condition giving rise to the right of termination or suspension within thirty (30) days after such notice or (if longer) the periods provided for in this Agreement. The Parties respective obligations will otherwise remain in effect during any cure period; provided that if such ANCSGI default reasonably cannot be cured by the Financing Party within such period and the Financing Party commences and continuously pursues cure of such default within such period, such period for cure will be extended for a reasonable period of time under the circumstances, such period not to exceed additional sixty (60) days. ii. If the Financing Party (including any transferee), pursuant to an exercise of remedies by the Financing Party, shall acquire title to or control of ANCSGI's assets and shall, within the time periods described in Sub -section (d)(i) above, cure all defaults under this Agreement existing as of the date of such change in title or control in the manner required by this Agreement and which are capable of cure by a third person or entity, then such person or entity shall no longer be in default under this Agreement, and this Agreement shall continue in fall force and effect. 53116334 28 �ic�a MANUFACTUR/NG Your Partner In Quality r'r/Ietal Solutions 1 numay. may 7 * Au O 2:00 to 6:00 PM 15587 Forest Blvd North, Huge, MN 55038 Craig Benson and Micra Manufacturing invite you to discover our capabilities including fabrication, machining, loser cutting and more, making us more than ever yourpartnerin quality metalsolutions, SHOWCASE PARTNERS 613tignscom *1 Njilcna MANUFACTURING VETERAN OWNED RSVP is not required but will be appreciated. 651-416-1568 or Sales@MicraManufacturing.com May 2016 June2016 Su Mo Tu We Th Fr Sa Su Mo Tu We Th Fr Sa May 2016 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 May 1 2 3 4 5 6 7 7:00pm City Council Meeting 8 9 10 11 7:00pm Parks 12 6:30pm BOZA- 7:00pm Planning Commission 13 14 5:30pm 147th St./Oneka Blvd Road Project Open House (Oneka Room) 15 16 17 5:00pm EDA Meets 7:00pm Historical Commission 18 19 20 21 12:00pm Law Enforcement Day (Washington Count 2:00pm Micra Manuf open house (15587 Forest Blvd.) 7:00pm City Council Meetin 22 23 24 25 5:00pm Burger Night (Hugo Legion) 26 6:30pm BOZA 27 28 7:00pm Six Cities Meeting Lino Lakes 7:00pm Planning 29 30 31 Jun 1 2 3 4 Memorial Da Michele Lindau 1 5/12/2016 11:58 AM 2016 June 2016 Su Mo Tu June 2016 u1y We Th Fr Sa Su Mo Tu WeTh 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 May 29 30 31 Jun 1 2 3 4 5 6 7 8 9 10 11 7:00pm City Council 7:00pm Parks 6:30pm BOZA� Meeting 7:00pm Planning Commission 12 13 14 15 16 17 18 6:30pm Photo and Performance Review (Hugo Council Chambers) 19 20 21 22 23 24 25 S:00pm EDA Meets 5:00pm Burger Night 6:30pm BOZA 71 7:00pm City Council Meetin (Hugo Legion) 7:00pm Historical 7:00pm Planning Commission Commisison 26 27 28 29 30 Jul 1 2 Michele Lindau 2 5/12/2016 11:58 AM