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HomeMy WebLinkAbout2017.05.15 CC PacketAGENDA HUGO CITY COUNCIL MAY 15, 2017 - 7:00 PM HUGO CITY HALL A. CALL TO ORDER B. ROLL CALL C. PLEDGE OF ALLEGIANCE D. APPROVAL OF MINUTES 1. April 29, 2017 Kidz `n Biz 2. May 1, 2017 City Council Meeting E. APPROVAL OF AGENDA F. APPOINTMENTS/PRESENTATIONS 1. Introduction of New Hugo Deputy Greg Reiter 2. Hugo Good Neighbor Days — Lions Member Dan Balthazor 3. 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 Hiring of Olivia Schiffman as History Intern 4. Approve Resignation of Community Development Assistant Rachel Leitz 5. Approve Appointment of Roger Clarke to the Parks Commission 6. Approve Special Event Permit for Flips Gymnastics Color Run June on 10, 2017 7. Approve Special Event Permit for Fable Hills Block Parry on May 20, 2017 8. Approve Application for Water Surface Use Permit for David Strub on Sunset Lake 9. Approve Application for Water Surface Use Permit for Mike Ball on Round Lake 10. Approve Resolution Approving Site Plan for Western Spring — 5118 130th St. N. 11. Approve Resolution for Community Roadside Landscaping Partnership Program for TH61/CSAH4 Roundabout 12. Approve Water Conservation Grant Agreements with Met Council and Washington County 13. Approve Resolution Approving Property Line Adjustment at 12280 & 12310 Goodview Ave. N. 14. 15. H. UNFINISHED BUSINESS 1. I. NEW BUSINESS 1. Update on Emerald Ash Borer 2. J. VISITOR PRESENTATIONS 1. 2. K. COUNCIL PRESENTATIONS 1. Update on the Yellow Ribbon Network 2. L. ADMINISTRATIVE PRESENTATIONS 1. Comprehensive Plan Open House on Tuesday, May 16, 2017 2. Glamos Wire Open House on Thursday, May 18, 2017 3. Retirement Celebration for White Bear Lake Superintendent of Schools Dr. Michael Lovett on Monday, June 5, 2017 4. M. ADJOURNMENT OF REGULAR MEETING N. ENTER INTO EXECUTIVE SESSION BACKGROUND MEMO FOR THE CITY COUNCIL MEETING ON MAY 15, 2017 D.1 April 29, 2017 Kidz `n Biz D.2 May 1, 2017 City Council Meeting Staff recommends Council approve the above minutes as presented. F.1 Introduction of New Hugo Deputy Greg Reiter Washington County Deputy Greg Reiter has now been assigned as the new Hugo Deputy. Greg will replace Deputy Joe Zerwas, who is the new Hugo investigator. Sergeant Joe Stoehr will introduce Deputy Greg Reiter to the Council. F.2 Hugo Good Neighbor Days — Lions Member Dan Balthazor The Hugo Good Neighbor Days Festival will be held Thursday, June 8th - Sunday, June 11th in Lions Park. The Hugo Lions Club will run the event similar to past years to include a parade, music, food, beer garden, petting zoo, carnival rides, trout pond, and fireworks. New this year is an obstacle course to be located in the tennis court. Chair Dan Balthazor from the Hugo Lions Club will be in attendance to answer any questions the Council may have and will request the Council co-sponsor the event by waiving the Special Event Permit fee and providing police protection for the event, as in the past. 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 12 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 Hiring of Olivia Schiffman as History Intern The City received 13 applications to fill the position for a History Intern to assist the Historical Commission in updating their electronic database, and locating, collecting, and preserving historical facts related to the City. A major project for the intern will be to evaluate and make a recommendation on the future of the Hopkins School House. Staff recommends Council approve the hiring of Olivia Schiffman as the History Intern with a start date of June 5, 2017. GA Approve Resignation of Community Development Assistant Rachel Leitz Community Development Assistant Rachel Leitz has submitted her letter of resignation. Rachel has accepted a job in the state of Iowa. Staff recommends Council approve the resignation of Rachel Leitz effective June 9, 2017 G.5 Approve Appointment of Roger Clarke to the Parks Commission Roger Clarke had been appointed to the Parks Commission June, 2003 and served until December 31, 2012 when his term expired and he decided to not seek reappointment. Roger now wishes to serve again on the Commission. Staff recommends Council approve the appointment of Roger Clarke to fill the vacant seat on the Parks Commission. G.6 Approve Special Event Permit for Flips Gymnastics Color Run June on 10, 2017 Flips Gymnastics Booster Club has submitted a Special Event Permit application for approval of a 5K Color Run on Saturday, June 10, 2017 to begin at 9 a.m. at Lions Park. This event requires a Special Event Permit approved by Council because the event is expected to draw between 300- 600 participants and will include the use of City property and trail. The run will be held in conjunction with Hugo Good Neighbor Days, and the applicant has work closely with the organizers of the event. Staff recommends Council approve the Special Event Permit for the Flips Gymnastics Color Run on June 10, 2017. G.7 Approve Special Event Permit for Fable Hills Block Party on May 20, 2017 Pratt Homes has submitted a Special Event Permit application for approval to hold a neighborhood block party on Saturday, May 20, 2017. This event requires a Special Event Permit approved by Council because there will be alcohol served and there will be amplified sound from a DJ. Staff feels this event is relatively minor and will not affect the health, safety, and welfare of Hugo residents. Staff recommends Council approve the Special Event Permit for the Fable Hills Block Party on May 20, 2017 G.8 Approve Application for Water Surface Use Permit for David Strub on Sunset Lake On behalf of residents living on Sunset Lake, resident David Strub has 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. City staff recommends Council approve the application for a water surface use permit for a water skiing course on Sunset Lake. G.9 Approve Application for Water Surface Use Permit for Mike Ball on Round Lake On behalf of residents living on Round Lake, Resident Mike Ball has 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. City staff recommends Council approve the application for a water surface use permit for a water skiing course on Round Lake. G.10 Approve Resolution Approving Site Plan for Western Spring — 5118130th St. N. Western Spring Manufacturing has requested approval of a site plan to allow construction of approximately 35,000 square feet of industrial building on a 4.71 -acre property located at 5118 130th Street North. As its April 27, 2017 meeting, the Planning Commission reviewed the site plan and unanimously recommended approval. Staff recommends Council approve the resolution approving the site plan for Western Spring. G.11 Approve Resolution for Community Roadside Landscaping Partnership Program for TH61/CSAH4 Roundabout At its February 6, 2017 meeting, the Council approved a resolution allowing the City to pursue a cooperative agreement with MnDOT for the Community Roadside Landscaping Partnership Program. This program would allow MnDOT to assist in funding landscape materials for the roundabout at TH 61 and 170th Street North. The agreement has now been completed and staff recommends Council approve the resolution approving the cooperative agreement with MnDOT for the Community Roadside Landscaping Partnership Program. G.12 Approve Water Conservation Grant Agreements with Met Council and Washington Coun In February 2016, the Council approved the grant agreement with the Met Council and Washington County for the City's water rebate program. All of the grant monies and some City contributions were allocated prior to 2017. The Met Council and Washington County have offered more financial support for this program, which ends at the end of June 2017. Staff recommends Council approve agreements with the Met Council and Washington County for additional funds for the City's water rebate program. G.13 Approve Resolution Approving Property Line Adi ustment at 12280 & 12310 Goodview Avenue North Thomas and Edie Schmidt and Nancy Saiko have requested approval of a property line adjustment for properties located at 12280 Goodview Avenue North and 12310 Goodview Avenue North. Both parcels are approximately 10 acres in size. The applicants are proposing to adjust the common property line between the properties because of an existing garage that crosses the property line. The garage will then be in compliance with the setback requirements. This action will result in the properties remaining 10 acres in size. Staff recommends approval of the resolution approving a property line adjustment for Thomas and Edie Schmidt and Nancy Saiko. I.1 Update on Emerald Ash Borer The Minnesota Department of Agriculture (MDA) has alerted the City of Hugo that Emerald Ash Borer (EAB) was found in an ash tree located inside the City limits. The MBA provided a presentation on EAB to staff on May 11. Staff will provide an update to the Council. 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. L.1 Comprehensive Plan Workshop on Tuesday, May 16, 2017 A Comprehensive Plan Workshop has been scheduled during the regular EDA meeting of Tuesday, May 16, 2017, at 5 p.m. with the Urban Land Institute, which is a non-profit research and educational organization that provide advisory services to the public sector free of cost. This has been scheduled as a meeting of the Council. L.2 Glamos Wire Open House on Thursday, May 18, 2017 Glamos Wire Products will be holding an open house on May 16, 17th and 18. The Council has scheduled a meeting to attend the open house on May 18 at 3:30 p.m. L.3 Retirement Celebration for White Bear Lake Superintendent of Schools Dr. Michael Lovett on Monday, June 5, 2017 A retirement celebration will be held for Superintendent Dr. Michael Lovett on Monday, June 5, 2017 from 3:30 — 6:30 p.m. at Mariner Atrium & Theater, located at the White Bear Lake South Campus, 3551 McKnight Road. Council should schedule this as a meeting if they choose to attend. M.1 Adjournment of Regular Meeting and Enter Into Executive Session Council will adjourn the regular session and enter into executive session for the purpose of conducting the annual performance review for City Administrator Bryan Bear. MINUTES FOR THE HUGO CITY COUNCIL KIDZ `N BIZ FESTIVAL SATURDAY, APRIL 29, 2017 11 A.M. — 2 P.M. PRESENT: Haas, Klein, Miron, Petryk, Weidt ABSENT: None ALSO PRESENT: Parks Planner Shayla Denaway The Hugo City Council attended the Annual Kidz `n Biz Festival held at the Oneka Elementary School from 11:00 a.m. to 2:00 p.m. The event was made possible by the Hugo Area Business Association and Hugo Economic Development Authority. 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 THE CITY COUNCIL MEETING ON MONDAY, MAY 1, 2017 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 Attorney Dave Snyder, City Engineer Mark Erichson, Finance Director Ron Otkin, Planner Rachel Juba, Utility Billing Jodie Guareschi, and Accounting Clerk Anna Wobse Moment of Silence for Sergeant Joe Bergeron Mayor Weidt reminded Council of Hugo resident and Maplewood Sergeant Joe Bergeron who was killed in the line of duty seven years ago while responding to a carjacking. The Mayor called for a moment of silence to remember Sergeant Bergeron. April 13, 2017 Local Board of Appeals and Equalization Miron made motion, Klein seconded, to approve the minutes for the Local Board of Appeals and Equalization meeting on April 13, 2017 as presented. All Ayes. Motion carried. April 17, 2017 City Council Meeting Klein made motion, Petryk seconded, to approve the minutes for the City Council meeting on April 17, 2017 as presented. All Ayes. Motion carried. April 19, 2017 Comprehensive Plan Open House Klein made motion, Miron seconded, to approve the minutes for the Comprehensive Plan Open House on April 19, 2017 as presented. All Ayes. Motion carried. April 22, 2017 Homes for Habitat Dedication Miron made motion, Petryk seconded, to approve the minutes for the Homes for Habitat home dedication on April 22, 2017 as amended to correct attendance. All Ayes. Motion carried. Hugo City Council Meeting Minutes for April 17, 2017 Page 2 of 7 Approval of the Agenda Weidt made motion, Klein seconded, to approve the agenda as amended by adding scheduling a meeting to attend the Glamos Open House on May 16, 17, or 18th. All Ayes. Motion carried. Update from Tim Maurer-WBL Schools Director of Community Services & Recreation Tim Mauer, Director of Community Services & Recreation for the White Bear Lake Area School District was in attendance to provide information on upcoming events and programs available for preschool, youth, adults, and seniors. Tim stated he has been with the White Bear Lake School District for approximately nine months and was excited to be a part of the changes happening.' Presentation of GFOA Award for Excellence in Financial Ron Otkin and Accounting Clerk Anna Wobse - Finance Director City Administrator Bryan Bear announced that Finance Director Ron Otkin had received notification from the Government Finance Officers Association of the United States and Canada that the Hugo Finance Department has received their 23rd Certificate of Achievement for excellence in financial reporting. This certificate is the highest form of recognition in governmental accounting and financial reporting, and its attainment represents a significant accomplishment by a government and its management. Otkin recognized Billing Clerk Jodie Guareschi for her 15 years of dedicated service, and asked the Mayor to present the Certificate of Achievement to Jodie. The Council congratulated the Finance Department on their accomplishment. 491919191R. Approval of the Consent Agenda Haas made motion, Miron seconded, to approve the following Consent Agenda items. 1. Approval of Claims 2. Approve Annual Performance Review for Parks Planner Shayla Denaway 3. Approve Special Event Permit for Blue Heron Grill Tent Party on June 23-24, 2017 4. Approve Renewal of 2 a.m. Closing Time for Blue Heron Grill 5. Approval of Use Agreement with the Waters Edge Homeowners Association for Use of Stormwater for Irrigation Purposes 6. Approve Resolution Calling for Public Hearing on the Issuance of Revenue Bonds Minnesota Autism Center Project 7. Approve Final Payment to Arnt Construction, Inc for 147th Street/Oneka Lake Boulevard Street Reconstruction Project All Ayes. Motion carried. Hugo City Council Meeting Minutes for April 17, 2017 Page 3 of 7 Anbroval of Claims Adoption of the Consent Agenda approved the Claims Roster as presented. Angrove Annual Performance Review for Parks Planner Shayla DenawaX 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 Special Event Permit for Blue Heron Grill Tent Party on June 23-24, 2017 The Blue Heron, 14725 Victor Hugo Boulevard, had applied for a Special Event Permit for their annual outdoor tent party to be held on Friday, June 23 and Saturday, June 24. A Special Event Permit approved by Council is necessary because alcohol would be sold outdoors, over 200 people were expected to attend, the event will extend past dark, and there will be amplified music. Adoption of the Consent Agenda approved the Special Event Permit for the Blue Heron Grill Tent Party subject to the conditions in the permit. Approve Renewal of 2 a.m. Closing Time for Blue Heron Grill 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 Approval of Use Agreement with the Waters Edge Homeowners Association for Use of Stormwater for Irrigation Purposes. City staff had been working with the homeowners' association at Water's Edge to develop a use agreement for stormwater irrigation from a nearby pond. This project includes the portion of the Water's Edge development south of Evergreen Drive and north of Frenchman Road. The Rice Creek Watershed District and the Metropolitan Council have provided grant funds to assist with the cost of this project. The agreement had been approved and signed by the homeowners' association. Adoption of the Consent Agenda approved the Use Agreement with the Waters Edge Homeowners Association for use of stormwater for irrigation purposes. Approve Resolution Calling for Public Hearing on the Issuance of Revenue Bonds— Minnesota Autism Center Proiect The City of Hugo was asked to consider issuing Tax -Exempt Revenue Bonds, in an amount of no more than $5.1 million, on behalf of the Autism Opportunities Foundation (the `Borrower"), a Minnesota nonprofit corporation doing business as the Minnesota Autism Center. The bond proceeds would be used to finance the acquisition, construction, and equipping of an intensive therapy center for children and adults ages 10 to 21 diagnosed with autism spectrum disorder Hugo City Council Meeting Minutes for April 17, 2017 Page 4 of 7 ("ASD"). The project would be located at 2010 Silver Bell Road in Eagan, Minnesota. The Borrower also wanted to amend certain terms of the bonds that were issued by the City of Hugo in 2015 which were used to finance the acquisition, construction, and equipping of an approximately 48,000 square foot two-story school building that serves primarily high school students with ASD. The Borrower had agreed to pay the City of Hugo an issuer's administrative fee of/4 of 1% of the principal amount of the bonds in consideration for the City of Hugo acting as issuer. A public hearing on the proposal was scheduled for June 5, 2017. Briggs and Morgan, the City's bond counsel, had reviewed this request and found it to be a proper use of the City's bonding authority. Adoption of the Consent Agenda approved RESOLUTION 2017-9 CALLING FOR A PUBLIC HEARING ON THE ISSUANCE OF REVENUE BONDS AND AUTHORIZING THE PUBLICATION OF A NOTICE OF THE HEARING (MINNESOTA AUTISM CENTER PROJECT). Approve Final Payment to Arnt Construction, Inc. for 147th Street/Oneka Lake Boulevard Street Reconstruction Proiect AYMMM' Arnt Construction, Inc. had submitted the final pay request for work done on the 147tH Street/Oneka Lake reconstruction project. WSB Engineer Mark Erichson and Senior Engineering Technician Steve Duff had reviewed the request and found it satisfactory for work done. Adoption of the Consent Agenda approved the final pay request from Arnt Construction in the amount of $123,171.24. Approve Ordinance for Rezoning, Resolution for Preliminary Plat, and Planned Unit Development (PUD) for Adelaide Landing The Hugo City Council tabled this item at its April 3, 2017 meeting at the request of the applicant. Planner Rachel Juba provided background proposed development explaining Excelsior Group, LLC, had applied for a rezoning of the property to a PUD, approval of a Preliminary Plat and approval of a Planned Unit Development (PUD) for a residential development to consist of 319 single family residential lots and ten outlots to be known as Adelaide Landing. The property totals 216.6 acres, is comprised of seven parcels that include wetlands and floodplain, leaving a total buildable acreage of 146.2 acres. The PUD General Plan proposed the property to be rezoned from Single Family Detached Residential (R-3) to Planned Unit Development (PUD). At its March 23, 2017, meeting, the Planning Commission held a public hearing on the request and recommended Council approve the ordinance to rezone to PUD, resolution for the preliminary plat, and resolution for PUD. Juba stated the plan was the same as the one reviewed at their last meeting. The developer was proposing to use the city -owned property for a pond, landscaping, and trail system. The pond would have a 20 foot buffer and require removal of some trees and brush along the Country Ponds Development parcels. She also talked about the stormwater drainage plan stating the floodplain has been studied and the flood elevation would not increase. Juba addressed traffic concerns within the development and on Highway 61 stating the City continues to have discussions with MnDOT, and 130th Street will be upgraded to a two-lane urban roadway. Rachel stated that the PUD exceeded the standards for residential development and met the intent of the PUD ordinance Hugo City Council Meeting Minutes for April 17, 2017 Page 5 of 7 Haas talked about the traffic on TH61 and hoped Hugo could join other cities, or have Metro Cities look at the impacts to TH61 due to improvements on the interstate, stating this could be addressed in our Comprehensive Plan. Bear stated that conversations with legislators and neighboring communities would be beneficial. Haas also said he understood concerns people had regarding 130th Street, and he recognized improvements would take time. Miron said he felt the Comprehensive Plan would be a good tool to address improvement to TH61, and he also asked for confirmation from City Engineer Mark Erichson that the development would not cause existing homes to purchase flood insurance. Erichson replied that FEMA had reviewed it, and there would be no increase in the flood stage. Klein made motion, Petryk seconded, to approve ORDINANCE 2017-481 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF HUGO AMENDING CHAPTER 90 (ZONING ORDINANCE) OF THE CITY CODE TO CLASSIFY CERTAIN LAND LOCATED EAST OF HIGHWAY 61 AND NORTH OF 130TH STREET. Ayes: Haas, Klein, Miron, Petryk, Weidt Nays: None Motion carried. Petryk made motion, Klein seconded, to approve RESOLUTION 2017-10 APPROVING PUD GENERAL PLAN FOR EXCELSIOR GROUP, LLC, FOR "ADELAIDE LANDING" ON PROPERTY LOCATED EAST OF HIGHWAY 61 AND NORTH OF 130TH STREET. Weidt stated there was not public hearing scheduled; however there was a resident who wished to speak. Carol Crosby, 13445 Fiona Avenue North, stated she had lived in her home for 22 years. She said if you walk the property now you will see standing water. She questioned why the pond needed to be so big, and did not want all the trees being removed. She said she had a fence on the City owned property, and there was a hockey rink there. Members of the Council talked about residential use of City owned outlots, and it was now time for this land to be developed. The pond was needed for stormwater and irrigation, and Council discussed the benefits of it. All Ayes on RESOLUTION 2017-10. Ayes: Haas, Klein, Miron, Petryk, Weidt Motion carried. Miron made motion, Klein seconded, to approve RESOLUTION 2017-11 APPROVING PRELIMINARY PLAT FOR THE EXCELSIOR GROUP, LLC, FOR "ADELAIDE LANDING" ON PROPERTY LOCATED EAST OF HIGHWAY 61 AND NORTH OF 130TH STREET. Hugo City Council Meeting Minutes for April 17, 2017 Page 6 of 7 Ayes: Haas, Klein, Petryk, Miron, Weidt Nays: None Motion carried. Approve Plans and Specifications, and Authorize Advertisement of Bids for the Water's Edge Stormwater Reuse Proiect City Engineer Mark Erichson provided an update on the Waters Edge Stormwater Stormwater Reuse Project. He reminded Council City they had recently approved the preparation of plans and specifications, and work had been done with the Homeowners Association on a use agreement. The first phase of the project would include the portion of the Water's Edge development south of Evergreen Drive and north of Frenchman Road. He reviewed items in the use agreement and talked about the design, stating the pipe has been oversized to accommodate the next phase of another potential project to the north. The Rice Creek Watershed District and the Metropolitan Council have provided grant funds to assist with the cost of this project. The City's estimated cost is $303,200, which was expected to be reimbursed through fees charged to the HOA. Erichson requested approval of the plans and specifications and authorization to advertise for bids with construction to begin in the fall. Petryk made motion, Klein seconded, to approve the plans and specifications and authorize the advertisement for bids. All Ayes. Motion carried. Update on April 19, 2017 Comprehensive Plan Open House An open house to begin the visioning process on the 2040 Comprehensive Plan update was held on Wednesday, April 19, 2017. Planner Rachel Juba stated that approximately 130 people attended the open house, and the City received many comments. Staff was still receiving input, and there was a survey available on the City's website. Rachel summarized the comments received so far and informed Council of upcoming meetings. The next workshop was scheduled for May 16 with the Urban Land Institute, which is a non-profit research and educational organization that provides advisory services to the public sector free of cost. The Comprehensive Plan will also be discussed at the Planning Commission meeting on June 8, and a public open house was scheduled for June 13, 2017. Miron made motion, Klein seconded, to schedule a meeting for May 16, 2017 at 5 p.m. to attend the City Council/Planning Commission workshop. All Ayes. Motion carried. Petryk made motion, Klein seconded, to schedule a meeting to attend the public open house on June 13, 2017 at 7 p.m. All Ayes. Motion carried. Hugo City Council Meeting Minutes for April 17, 2017 Page 7 of 7 Glamos Wire Products Open House on May 16, 17, and 1811 Petryk added this to the agenda to inform Council she had been made aware that Glamos Wire Products will be holding an open house on May 16, 17, and 18. Petryk made motion, Miron seconded, to schedule a meeting to attend the Glamos Wire Open House on May 18 between 3:30 and 5:30 p.m. All Ayes. Motion carried. Update on the Yellow Ribbon Network k]f Council Members Chuck Haas and Phil Klein updated the Council on the recent activities of the Yellow Ribbon Network. Haas showed photos and shared a thank you note from a veteran they had assisted. The YRN will be sending care packages to Europe. The YRN had worked with Michele Larson to have all the veterans from Keystone Place attend the next Burger Night. The last Hamburger Night was hosted by Dan Gallitan, and Haas shared photos and information on those who attended. The YRN nominated Blattner Energy for the Seven Seals Award. Bald Eagle Sportsman Association has an open house on June 3 and will be accepting free-will donations to the Hugo YRN. A Bayport American Legion member donated $800 from a fundraising event and it will be used it to support youths who will be going to the National Guard Youth Camp. An honor flight will be coming back on Saturday, May 6 if anyone would like to attend. Xcel Energy will be sponsoring the next Burger Night. 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. Bear requested the Council schedule his annual performance review. Weidt made motion, seconded by Klein, to schedule the annual performance review for City Administrator Bryan Bear for May 15, 2017 following the regularly scheduled City Council meeting. All Ayes. Motion carried. Adjournment Klein made motion, Haas seconded, to adjourn at 8:40 p.m. All Ayes. Motion carried. Respectfully Submitted, Michele Lindau City Clerk City of Hugo Claims May 15, 2017 Invoice Amount Description AI's Coffee Company 152466 $ 68.95 Breakroom Supplies American Planning Association 242929-1742 . $ 335.00 2017 Membership Dues - Rachel Juba Century Link 65165: -1154 $ 57.33 SCADA Lines Century Link 651426-8763 $ 60.78 911 Emergency Line Comcast 4/26/2017 $ 120.92 Business Internet (thru June 5) Companion Animal Control LLC March $ 344.57 Callout Fees & Mileage Companion Animal Control LLC --_ April $ 362.43 Callout Fees & Mileage Dell Marketing LP 10164210519 $ 163.79 Computer Monitor Emergency Apparatus Maintenance 93286 $ 462.11 Repairs - Unit #4212 Forest Lake Napa April $ 2,753.46 Auto Parts and Shoe Supplies G & K Services April _ $ 508.82 Cleaning Supplies G & K Services Aril $ 1,141.93 Uniform & Floor Mat Services G & K Services &AI $ 665.85 Supplies & Floor Mat Services Gene's Disposal Service Inc 303346 $ 639.31 April Waste Hauling - PW Facility Gene's Disposal Service Inc 303346 $ 148.60 April Waste Hauling - Fire Station Gene's Disposal Service Inc 303346 $ 66.34 April Waste Hauling - City Hall Gopher State One Call 7040454 $ 322.65 April Service Charges Granicus Inc 86596 $ 1,236.00 June - August Service ? Web Streaming) Graphic Resources __L 57468 $ 870.00 Utility Billing Envelopes H & L Mesabi 98328 $ 1,159.50 Parts - Unit #306 Hawkins Inc 4064651 RI $ 1,892.79 Water Chemicals HD Supply Waterworks LTD H123233 $ 2,991.25 Radio Meters Hotsy Equipment of Minnesota 55403 $ 320.94 Parts & Repairs - Washbay Hugo Equipment Company 112999 $ 245.92 Leaf Blowers - Unit 9480 & Unit #481 Hugo Equipment Company 113336 $ 55.96 Parts for Mowers Hugo Equipment Company 113368 $ 35.96 Shop Supplies Hugo Equipment Company 113598 $ 287.74 Parts for Mowers Hugo Equipment Company 114057 $ 23.98 Parts for Mowers Hugo Equipment Company 114099 $ 409.99 Backpack Blower Hugo Feed Mill 32398-1 $ 1.69 Shop Supplies Hugo Feed Mill 32378-1 $ 5.49 Shop Supplies Hugo Feed Mill 32713-1 $ 17.98 Plumbing Repair Supplies (CH) _ Hugo Feed Mill 20229-2 $ 8.49 Hardware Hugo Feed Mill 20282-2 $ 17.78 Shop Supplies Hugo Tree 4/18/2017 $ 1,250.00 Tree Removal -147th Street Sidewalk Hunt Electric Corporation _ 229290 $ 408.60 Electrical Repairs - Fire Shutters _ ICMA Membership Renewals 446204 $ _(CH,)- 1,151.00 ICMA Membershi;7 Dues- Bryan Bear interstate Battery System of Minneapolis 30099676 $ 430.75 Batteries Jefferson Fire & Safety Inc 236672 $ 198.00 Fireade Foam Jefferson Fire & Safety Inc 236700 $ 625.55 Fireline Coats & Overpants Juba, Rachel CLAIM $ 8.00 Meeting Mileage & Parking__ ---38 - Kath Fuel Oil Service Co. 12320600 $ 2,230.75 Bulk Lubricants Kath Fuel Oil Service Co. 12320094 $ 4,565.56 April Unleaded Gas & Diesel Purchases 'Cell Kieffer, Rick CLAIM $ 62.14 Phone Accessories Kruger Diversified Inc 51398 $ 1,810.00 Pump Repair - Well No. 3 Landform 25531 $ 4,131.15 2040 Comp Plan Lawson Products 9304894120 $ 1,048.53 j Bulk Hardware Supplies Loffler Companies Inc 2510716 $ 253.80 , May Copier Service Payment Menards 51357 $ 21.24 Irrigation Hardware Midwest Events 740 $ 585.00 Tour de Hugo Advertising Minnesota Cleaning Services Inc 0517P16 $ 605.00 jApril Cleaning Service Minnesota ClearrinZSServices Inc 05171315 $ 500.00 1 Aril Cleaning Service Minnesota Cleaning Services Inc 0517P15 $ 225.00 !April Cleaning Service M^:nnesota Cleaning Services Inc 05171317 $ 100.00 April Cleaning Service - Hanifl R & R Suspension 5920 $ 184.50 Parts - Unit #310 Ricoh USA, Inc 98711647 $ 123.18 Copier Lease Payment Ricoh USA, Inc 98711647 $ 7.15 ,Overage Charges SafeAssure Consultants Inc 1203 $ 4,366.56 Annual Safety Training Sam's Club 60674 $ 110.04 Fire Department Supplies Sam's Club 60714 $ 126.65 Breakroom Sup}plies Schifsky (T.A.) & Sons Inc 61189 $ 154.963/8" Aggregate & Modified Asphalt Smith, Schafer & Associates 48500 $ 2,150.00 2016 Audit Interim Billing Trade Press Inc T26428 $ 288.00 Cleanup Day Receipt Books Tri State Surplus Co 29280 $ 150.44 Wire Decking for Storage Racks Twin City Garage D_o_or Co 477636 $ 8,300.00 Repairs - Fire Shutters (CH) Washington County 116621 $ 220.00 TIF District Annual Administrative Fee Washington County 116633 $ 1,560.00 TIF District Maintenance Fees WSB & Associates March $ 76,930.21 Engineering Fees - See Attached Breakdown Total Claims for May 15, 2017 $ 132,716.06 Page 1 �.1 Department Public Works Planning _& Zoning Water & Sewer_ Administration Public Works Animal Control Parks Der. t Fire Dept Various Various Various Fire Dept Public Works Fire Dept Gen Gov't Bldgs Water & Sewer AudioNideo Water & Sewer Street Dept Water Utility Water Utility Fire Dept Parks Dept Parks Dept Public Works Parks Dept Parks Dert Parks Dept Public Works Public Works Gen Gov't Bldgs Water Utility Public Works Street Reconstruction Gen Govt Bldgs Administration Public Works Fire Dept Fire Dept_ Planning & Zoning Public Works Various Street Dept Water Utility Planning & Zoning Public Works Administration Parks Dept Parks Dept Gen Gov't Bldgs Public Works Fire Dept Parks Dept Parks Dept Public Works Public Works Public Works Fire Dept Public Works Street Dept Finance Dept Recycling Public Works Gen Govt Bldgs TIF Funds TIF Funds Various f 9� n Z c � N 0 M � t S O � 0 V tl a V �f O O v O O 00 N N LOCI O^ 0 0 0 0 0 0 0 m N... 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Leitz 10545 Welcome Court North Brooklyn Park, MN 55443 Tel: (763) 516.4388 E: Rachel.Leitz@icloud.com May 8, 2017 Bryan Bear City Administrator City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Dear Mr. Bear, Please accept my formal resignation as the Community Development Assistant for the City of Hugo to become effective June 9, 2017. My decision to resign was made after careful consideration and was very difficult, as working for the City of Hugo has been such a positive experience. I want to express my sincere gratitude for a rewarding employment experience and the knowledge and opportunities I've been given here. I cannot commend the City enough regarding the residents who make up the Council and various Commissions; it has been a pleasure working with them. One of the more difficult things will be leaving my colleagues, as they have become like family to me. They are all wonderful people and I will take many fond memories with me as I continue on in my life and career. I would also like to thank you and Rachel Juba as you both have supported me throughout my time here. I never would have been able to secure this new position without your help and encouragement over the past couple of years. Again, it has been a pleasure working as part of the City of Hugo. Please feel free to contact me after I leave if I can be of any further assistance to you. Sincerely, Rachel Leitz CA . G CITY OF FWGO Pl S'iInrw: To: Hugo City Council From: City Clerk Michele Lindau Date: May 8, 2017 for Council Meeting on May 15, 2017 Re: Flips Gymnastics 5K Color Run June 10, 2017 1. BACKGROUND: Memorandum Flips Gymnastics Booster Club has submitted a Special Event Permit application for approval of a 5K Color Run on Saturday, June 10, 2017. This event requires a Special Event Permit approved by Council because the event is expected to draw between 300- 600 participants and will include the use of City property and trail. 2. DESCRIPTION OF EVENT: The Color Run is a fund-raising event for the Flips Gymnastics Booster Club. The run will be on the Hardwood Creek Trail and begin and end at Lions Park. Registration will take place under the pavilion at the Park, and the race will begin east of the tennis court in the gravel parking lot around 9 a.m. The intersection of Fitzgerald Avenue/Upper 146a' Street will be temporarily closed so runners can safely access the trail on the south side of the City Hall building and enter onto the Hardwood Creek Trail. Adult crossing guards will be at intersections along the trail to direct runners, and there will be color stations along the route where participants are sprayed with a non-toxic water-soluble color. Water will be available along the route for runners and snacks will be available at the finish. This Color Run is being held in conjunction with Hugo Good Neighbor Days, and the applicant has worked closely with the Lions Club on the details of the event. The run is anticipated to be concluded by 10:30, prior to the beginning of the Good Neighbor Days Parade at 11:00 a.m. 3. REQUIREMENTS: The applicant has provided the City the completed permit and permit fee. In accordance with this permit, the applicant shall conduct the event as described herein and meet the following conditions: Prior to the Event 1. The applicant shall provide the City a copy of the insurance for the event naming the City of Hugo as additionally insured. 2. The applicant shall secure a permit from Washington County for the use of the Hardwood Creek Trail and provide a copy to the City. 3. The applicant shall inform all volunteers and participants that the entire run route is open to traffic and other sidewalk/trail users, and all laws must be obeyed. 4. The applicant shall install temporary directional markers and caution signs along the route. 5. All crossing guards will meet prior to the run to discuss procedures to follow along the route and at all intersections. 6. Applicant will secure necessary cones and signage for the temporary closure of the Fitzgerald/Upper 146th Street intersection. During the Event 7. The applicant shall conduct the event in accordance with the approved plans submitted with the application. 8. Adult crossing guards will be at all intersections to direct runners. 9. Guards will not direct vehicular traffic. 10. Color packets will not be directed towards or sprayed near any vehicle, private property, or individual not participating in the event. 11. Water will be available to runners along the route. 12. No food will be prepared and served on site. 13. Weather conditions will be monitored during the event, and it will be the applicant's responsibility to delay/cancel the event if necessary or advised to do so. 14. Applicant will have personnel on site who are knowledgeable and capable of administering first aid. After the Event 15. All garbage shall be removed from Lions Park, City Hall property and the Hardwood Creek Trail and properly disposed of. 16. All signage visible from a public street will be removed immediately after the close of the event. Minor changes to this permit may be approved by City staff. Changes staff deems to be significant will require Council review and approval. CONCLUSION/RECOMMENDATION: The City has worked with the applicant and the Washington County Sheriff s Department to address potential impacts to the health, safety, and welfare of the residents of Hugo and participants of this event. Representatives of the Flips Gymnastic Booster Club have agreed to the above conditions, and staff recommends Council approve the Special Event Permit for the Color Run on Saturday, June 10, 2017. CITY OF 14669 Fitzgerald Avenue North, Hugo, MN55038 • (651) 762-6300 • www.ci.hugo.mn.us EST. 1906 �e Special Event Permit Application Procedures for processing special event permits are found in Hugo City Code Chapter 90, Section 90-37.2. Any individual or organization holding an event or temporary use of a property which includes erecting temporary structures, offering food/beverages, or affecting traffic or parking requires a special event permit. Outdoor events, tent sales, employment fairs, celebrations, or similar special events are subject to this ordinance and require a special event permit. Applicant (Applicant will receive all correspondence from the City): Contact Person: J 1 j !`� yr L i✓ Address !� otyhy��i'-C_ L1i� City 1� State d Zip ILI Phone (-C' - �- �. = Cell U'�[_L i Signature of Applicant Event Information ��Email f`VAIIC.'(t1 ms` s . C0 ry-1 Type of Event Address:,2 Ut F�-cZ t�-i�i t� S� �', Date: Property Owner/Manager: Contact Person: Address Phone City Emai 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. For Office Use Only Fee Paid ' -7 5; Date ❑Yes ❑ No ❑Yes with conditions below City Council Meeting Date Conditions: Clerk Signature Flips Gymnastics Color Run We will be hosting a 5K Color Run on June 10th, 2017 in conjunction with Good Neighbor Days. The race will be scheduled to start at 9:00am on Saturday Morning and should be concluded by 10:00-10:30 with clean up to follow. The race will start and end at Lions Park. We are hoping to have between 300-600 entries. There will be a $30 fee to enter the race as well as a non- perishable food item to be donated to the Hugo Food Shelf. The race course will start at Lions Park, proceed over to the Hardwood Creek trail, proceed down the trail about 1.5 miles and then turn around and head back to finish at Lions Park. We will have water and some post -race snacks for the runners. We will have a DJ set up at the starting/finish line. We will be using the bathrooms set up for Good Neighbor Days and Lions Club will determine if we need extra. This will not be a timed race so there will be no need to stop traffic. We will have volunteers at all street crossings, to stop runners so cars may pass through the race. We will not be serving alcohol at this event. We will have banners and balloons to decorate the site. 6 s CITY OF T W==W� EST. 1808 To: Hugo City Council From: City Clerk Michele Lindau Date: May 8, 2017 for Council Meeting on May 15, 2017 Re: Fable Hills Block Party on May 20, 2017 1. BACKGROUND: Memorandum Pratt Homes has submitted a Special Event Permit application for approval of neighborhood block party to be held on Saturday, May 20, 2017. This event requires a Special Event Permit approved by Council because there will be alcohol served and there will be amplified sound. 2. DESCRIPTION OF EVENT: The block party will be from 2-6 p.m. and will take place at the end of Fable Road in the Fable Hill Villas development. Pratt Homes will be serving food and beer, and there will be a DJ playing music. Approximately 80 people are expected to attend. 3. CONCLUSION/RECOMMENDATION: Staff finds the event to be minor in nature and should have no adverse effect on the health, safety, and welfare of the community. Staff recommends Council approve the Special Event Permit for the Fable Hills Block Party on Saturday, May 20, 2017 -7 CITY OF 14669 Fitzgerald Avenue North, Hugo, MN55038 • (651) 762-6300 • www.ci.hugo.mn.us Special Event Permit Application Procedures for processing special event permits are found in Hugo City Code Chapter 90, Section 90-37.2. Any individual or organization holding an event or temporary use of a property which includes erecting temporary structures, offering food/beverages, or affecting traffic or parking requires a special event permit. Outdoor events, tent sales, employment fairs, celebrations, or similar special events are subject to this ordinance and .require a special event permit. Applicant (Applicant vAl rgreive al) correspondence from the City): Signature of Applicant Event Information Type of E Address Illli:I�1,0 _AQ rit CY`.T' AD Property Owner/Manager: Contact Person:AA AAA Z— .% Ari� ,�' Si • 32s09Y - Address 7_12b'. 412.1- &�Z OW41 City State Zip 3� Phone Cell mail_' 1Q,%,►�'►� C:�1R�AS� ,AW 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. j {, -� &per. P _I � s U A44 40d�11 4L C9 0111 IY- iqc". 4 4 a, 0 1 (6w ) ZVI itWu4M W0 For Office Use Only Fee Paid dr -7 ❑Yes ❑ No Date Li - B - 17 ❑Yes with conditions below City Council Meeting Date Conditions: Clerk Signature Fable Hills Block Party N inch = 94 feet A 19'"HUGO May 3, 2017 Michele Lindau From: Cindy Johnson <cindy@pratthomes.com> Sent: Thursday, May 04, 2017 2:25 PM To: Michele Lindau; Rachel Juba Cc: Jan Oan.moser@comcast.net); knethercut2002@yahoo.com; Len Pratt Subject: FW: Attached Image Attachments: 3512_001.pdf Hi Michele, Attached is the map with the barricade location. The Food and beverages will be supervised by a committee of Len Pratt, Kris Emerson and Jan Moser. We will be taking care of the trash from the party. Jan and Kris are currently out of town, I will send you the Hold Harmless Agreement once they return and have signed it. Thank you! Cindy From: prattmail1@pratthomes.comcastbiz.net[mailto:prattmail1@pratthomes.comcastbiz.net] Sent: Thursday, May 4, 2017 1:40 PM To: Cindy Johnson Subject: Attached Image Washgngton --= County Office of the Sheriff Commitment to E.xceffence William M. Hutton Sheriff Daniel Starry Chief Deputy APPLICATION FOR WATER SURFACE USE PERNUT To Place a raft, buoy, or other structure on or in the waters of this county pursuant to MN Rules 6110.1800 Name: David Strub Home#: 651.429.3053 Cell# 651.402.8654 Address: 12670 Ineersoll Ave N Work#: Hu,zo, MN Zip Code: 55038 E -Mail: dave aastrubnet.net Fax#: Type of structure: slalom course Body of water: Sunset Lake Dates: May 15, 2017 - Oct 31, 2017 Permit requirements: Applicant shall maintain a comprehensive liability insurance policy in the amount not less than three hundred thousand dollars ($300,000). The policy shall remain in effect for the duration of the effective dates. A Certificate of Insurance must be supplied to the Sheriffs Office with the permit application. I the undersigned applicant, agree to hold harmless Washington County for any and all claims resulting from the structure specified on this application. 1. Diagram of water surface showing placement of structure, include the depth of the water at the location of the structure. 2. Permit must be issued before structure is placed on or in the water. 3. Floating rafts, swim buoys and mooring buoys must be placed between the permit holder's property lines as they extend into the water. These structures must be within 100 feet of shore. 4. Structure must display proper reflective material as described in MN State Rule 6110.1800. 5. Permit number must be displayed on the structure using numbers that are at least two inches high and a contrasting color to the area where they are attached. 6. Water ski slalom courses and water ski jumps must be approved annually by the City Council or Township Board where the course will be located, special restrictions may apply. Slalom courses cannot exceed 900 feet in length and must display the permit number on the end floats. Slalom courses and ski jumps cannot be a navigational hazard. Water ski jumps must be lighted during the hours of darkness. City/Township Representative printed name: Signature: Signature of Applicant: Date: Law Enforcement Center • 15015 62nd Street North — P.O. Box 3801, Stillwater, Minnesota 55082-3801 Phone: 651-430-7600 • Fax: 651-430-7603 • TTY: 651-430-6246 www.co.washington.mn.us Equal Employment Opportunity / Affirmative Action Sunset Lake, Hugo, MN .NDfe; Wall Office of the Sheriff 0�� b.. County F�k�'� Commitment to Exceffence William M. Hutton Sheriff Dan Starry Chief Deputy APPLICATION FOR WATER SURFACE STRUCTURE USE PERMIT To Place a raft, buoy, or other structure on or in the waters of this county pursuant to MN Rules 6110.1800 Name: , f 1 ' P A L vZ— Cell# �f" �(' � ' �i fs Address: r� �( �—' (ZZ Work#: Fax#: /, 20 114 lY Zip Code: 1 �� 7 P �� Type of structure: /I Body of water: u/Yet' L t r Dates:_ — �� Permit requirements: Applicant shall maintain a comprehensive liability insurance policy in the amount not less than three hundred thousand dollars ($300,000). The policy shall remain in effect for the duration of the effective dates. A Certificate of Insurance must be supplied to the Sheriff's Office with the permit application. I the undersigned applicant, agree to hold harmless Washington County for any and all claims resulting from the structure specified on this application. 1. Diagram of water surface showing placement of structure, include the depth of the water at the location of the structure. 2. Permit must be issued before structure is placed on or in the water. 3. Floating rafts, swim buoys and mooring buoys must be placed between the permit holder's property lines as they extend into the water. These structures must be within 100 feet of shore. 4. Structure must display proper reflective material as described in MN State Rule 6110.1800. 5. Permit number must be displayed on the structure using numbers that are at least two inches high and a contrasting color to the area where they are attached. 6. Water ski slalom courses and water ski jumps must be approved annually by the City Council or Township Board where the course will be located, special restrictions may apply. Slalom courses cannot exceed 900 feet in length and must display the permit number on the end floats. Slalom courses and ski jumps cannot be a navigational hazard. Water ski jumps must be lighted during the hours of darkness. City/Township Representative printed name: Signature: Signature of Applicant: Date: Law Enforcement Center • 15015 62nd Street North — P.O. Box 3801, Stillwater, Minnesota 55082-3801 Phone: 651-430-7600 • Fax: 651-430-7603 • TTY: 651-430-6246 www.co.washington.mn.0s Equal Employment Opportunity / Affirmative Action � ,-y. rt D 5 v PJIC7 p -Pp Agenda Number: G10 CITY OF HUGO PLANNING AND ZONING APPLICATION STAFF REPORT TO: Bryan Bear, City Administrator FROM: Rachel Leitz, Community Development Assistant SUBJECT: Western Spring. Request for a Site Plan for Lot 2, Block 1, Bald Eagle Industrial Park Sixth Addition. DATE: May 8, 2017 for the Council Meeting of May 15, 2017 ZONING: General Industrial (I-3) LAND USE: Industrial (I) 60 -DAY REVIEW DEADLINE: May 16, 2017 1. PLANNING COMMISSION UPDATE At its April 27, 2017 meeting, the Planning Commission considered the site plan request for Western Spring. The contractor of the project spoke to the Planning Commission about the owners' excitement about this project. He requested further feedback from the Planning Commission regarding the proposed screening of the rooftop mechanical units. The Planning Commission liked the site plan and architecture of the building. They directed the applicant to work with City staff to screen the rooftop mechanical units. The Commission recommended approval of the site plan application, subject to the conditions listed in the resolution. Since the April 27, 2017 Planning Commission meeting, the applicant has proposed new architectural elements to be added to the building to help further screen the roof top mechanical units. The applicant has proposed raising the wall height in a select few locations where the mechanical units are proposed to be located. Staff believes these elements will help further screen the rooftop units, however, will still require adequate rooftop mechanical equipment screening within the conditions of approval. Staff will evaluate the proposed screening methods prior to the certificate of occupancy. Western Spring Site Plan Page 2 2. DESCRIPTION OF REQUEST: The applicant is requesting approval of a site plan to construct a 36,854 square foot manufacturing, warehouse, and office facility on Lot 2, Block 1, Bald Eagle Industrial Park Sixth Addition. The 4.7 acre lot is generally located north of 130th Street and east of Fenway Boulevard. 3. CONTEXT: A. Surrounding Land Use and Zoning The properties to the north, east, and south are all part of the Bald Eagle Industrial Park. The properties are zoned General Industrial (I-3) and are occupied by industrial businesses. The properties to the west are zoned Medium Density Multiple Family Residential (R-5) and are occupied by townhome developments. B. Existing Site Characteristics The 4.7 acre property has no wetlands and is buildable. The site has remained vacant for several years and is relatively flat with few trees. The property has a 60 -foot -wide roadway easement located across the east property line and the easement continues south to 130th Street. 4. BACKGROUND: In July 2016, the City Council approved a preliminary plat and final plat to allow for a 9.42 acre parcel to be split into two 4.71 are parcels. At that time, the applicant only requested approval for the lot split and no approval for development was proposed. For that reason, the applicant must request approval of a site plan for the development of a manufacturing, warehouse, and office facility on Lot 2, Block 1, Bald Eagle Industrial Park Sixth Addition. 5. ANALYSIS: A. Level of City Discretion in Decision -Making The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with the Comprehensive Plan and Zoning Ordinance requirements. If it meets these standards, the City must then approve the site plan. B. Consistency with Ordinance Standards Site Plan Setbacks The proposed development complies with the 30 -foot front and rear yard setback. The ordinance requires a side yard setback equal to the height of the building, in no case less than ten (10) feet, Western Spring Site Plan Page 3 and a six (6) foot parking setback from all lot lines. The proposed development complies with the setback requirements. Building Height The General Industrial zoning district has a maximum building height of 50 feet. The building height will be approximately 25 feet. The proposed plan complies with the height requirements. Building Coverage and Lot Coverage The ordinance limits the lot area to be covered by a building up to 40% and covered by impervious surface up to 80%. The proposed site plan complies with the coverage requirements. Landscaping and Lighting Section 90-181 of the Zoning Ordinance provides landscaping requirements for industrial developments. In order to meet the landscape requirements for the proposed site, 21 overstory deciduous trees, 18 coniferous trees, 18 ornamental trees, and 122 shrubs would be required to be installed. The applicant has proposed 21 overstory deciduous trees, 18 coniferous trees, 18 ornamental trees, and 129 shrubs. Staff has had discussions with the applicant about further screening the loading docks and the dust collector. The applicant has proposed revising the landscape plan to show the relocation and addition of trees to adequately screen these areas. With this proposal, the applicant will be required to update the landscape plan to show these changes. Staff has added this as a condition of approval. The ordinance requires lighting to consist of cut-off fixtures and for light cast on adjacent property and roads not to exceed'/2 foot candle measured at the property line or 1 foot candle measured at the street's centerline. The applicant has proposed wall mounted light fixtures on the building. The proposed lighting plan meets ordinance requirements. Mechanical Equipment Screening The proposed ground -mounted mechanical equipment includes an electrical transformer box located at the northwest side of the building and a dust collector located at the northeast side of the building. The applicant is proposing to screen the units by planting shrubs adjacent to the equipment and evergreen trees to further help screen the dust collector from the adjacent north property. Screening the ground -mounted mechanical equipment with landscaping is more appropriate because it allows necessary ventilation and accessibility for maintenance. Staff is comfortable with the proposed method for screening the ground -mounted mechanical equipment. The Commercial and Industrial Design Guidelines require all roof top mechanical equipment to be screened from view of adjacent properties. Screening may include parapet walls or other architecturally integrated elements. Wood fencing or chain link with or without slats shall not be used for screening. The applicant has shown proposed locations for roof top mechanical equipment and has stated the equipment would not be easily seen from the surrounding properties from the illustrations they have completed. Western Spring Site Plan Page 4 Because of a sloped roof, the currently proposed parapet is three (3) feet from the roof line at the south elevation and a few inches from the roof line at the north and west elevation. Staff is concerned about the proposed parapet not providing screening, specifically on the north and west elevations. It was in staff's opinion to alter some architectural element to screen the units. The applicant has addressed staff concerns by proposing to raise the wall height in a select few locations where the mechanical units are proposed to be located. Staff will keep the condition in the resolution that if the proposed screening methods do not actually screen the equipment, the applicant will have to provide screening by other means before the issuance of a certificate of occupancy. The ordinance requires all exterior storage areas to be screened from view from the adjacent properties. All exterior storage areas are required to be stored on pavement. The applicant is not proposing any exterior storage. Street Access and Vehicle Circulation The site has access from Fenway Boulevard North. The applicant is proposing 2 entrances into the site, with the southern entrance proposed specifically for semi -truck access to the loading docks. Staff is comfortable with the access to the site. The applicant has proposed keeping truck traffic separate from regular vehicle traffic. They have shown a turning model for the movement of the semi -trucks. If the applicant decides to change this model in the future, they have accommodated circulation for semi -trucks to exit out of the north entrance, as well. Staff is comfortable with the circulation of the site. The property has a 60 -foot -wide roadway easement located across the east property line and the easement continues south to 130th Street. The easement currently does not have an improved roadway, however could be used to provide access to the site in the future; a roadway would need to be constructed to do so. Parking Section 90-253 of the City Code provides parking requirements. Based on the proposed use and the size of the building, 81 parking spaces are required. The plan shows 29 parking spaces with 52 parking spaces shown as proof of parking. The applicant has indicated that they currently employ 15 people in two shifts. Eight (8) team members begin at 6:00 am and seven (7) team members begin at 7:00 am. With the number of employees and the staggered shifts, staff is comfortable with the request of constructing 29 parking spaces. Staff is comfortable with the proof of parking concept and has added a condition that at any time deemed necessary by the City the applicant will be required to construct the proof of parking. Western Spring Site Plan Page 5 Trails There is a City trail on the west side of Fenway Boulevard North. The applicant is not proposing any sidewalks or trails with this development. Building Architecture The building material for the Western Spring facility consists of precast tip -up concrete panels. The intent is to ensure the building is constructed of quality materials that require minimum maintenance. The applicant has provided elevations that show colorations that include buffs, tans, browns, and reds. The concrete panels are proposed to have an aggregate panel texture. These elements, the addition of windows on all elevations, and the use of awnings on the north elevation, visually break up the massing of the building walls. It is in staff's opinion that the proposed building is well designed and appealing and meets the Commercial and Industrial Design Guidelines. Signage The applicant is proposing a sign on the west elevation of the building. Staff has discussed with the applicant that a sign permit application will be required before the installation of any sign on the property or building. It has been added as a condition that a sign permit application will be required to be reviewed and approved by City staff prior to any sign installation. DrainagelGrading The property is within the drainage area of the Bald Eagle Industrial Park Pond project completed when the Industrial Park was developed. As a result, a portion of the stormwater storage and treatment requirements are met. The rules of Rice Creek Watershed District for Stormwater Management (in addition to City requirements) apply to the site. The applicant has proposed an infiltration basin and a pretreatment basin to address these requirements. The basin has been sized to accommodate the proposed building, and all parking areas, including the proof of parking. The infiltration basin would hold and additional 0.9 acres that may be used with future building expansion. City staff will continue to work with the applicant to address technical design and other minor issues, which generally will not affect the site plan, as the project moves forward. The City stormwater trunk fee will apply to these parcels, and will be calculated and collected at the time of building permit. The applicant has proposed an outlet located on the southern property line. This outlet is proposed to collected drainage from the proposed site as well as a site the applicant owns along 130th Street North. Because of this, staff has required the applicant to draft and execute a stormwater drainage and maintenance agreement between the two parcels, which will be added as a condition of approval. Western Spring Site Plan Page 6 Utilities Sanitary sewer service is available within Fenway Boulevard via the Met Council Environmental Services (MCES) Forest Lake Interceptor. Direct connection to the MCES sewer is not allowed; however, the plat documents show sewer stubs near the south property line of Lot 2 and the north property line of Lot 1. These stubs should be verified by the applicant before any development occurs on site. If the sewer stub is not present as it is currently shown on the plans, the contractor is to coordinate the connection and any corresponding permitting with the City to excavate in the City street and with Metropolitan Council Engineering Services to connect to the MCES interceptor. Water service is available to the property from within Fenway Boulevard. These stubs should be verified by the applicant before any development occurs on site. If the water service stub is not present as it is currently shown on the plans, the contractor is to coordinate the construction and any corresponding permitting with the City to both excavate in the City street and to connect to the existing watermain. All utility connection fees will apply to this lot and will be calculated/collected at the time a building permit is issued. Wetlands In 2013, the Technical Evaluation Panel (TEP) determined there are no wetlands on the property. Park Dedication Park dedication fees do not apply to industrial properties. 6. CONCLUSION: Staff has reviewed the site plan for consistency with ordinance standards and the commercial/industrial design guidelines. Staff finds the proposed development complies with ordinance standards and the commercial/industrial design guidelines. 7. PLANNING COMMISSION RECOMMENDATION: The Planning Commission agreed that the applications met the necessary requirements to approve the site plan and recommended approval to the City Council with the conditions listed in the resolution. 8. STAFF RECOMMENDATION: Staff recommends approval of the site plan for Western Spring, subject to the conditions listed in the resolution. Western Spring Site Plan Page 7 ATTACHMENTS: 1. Location Map 2. Approving Resolution 3. Engineers Memo 4. Applicant Narrative 5. Site Plan 1 inch = 200 feet Site Map N W+E Western Spring Site Plan 111111VVVVVV S let,WON T, W/ FM �O ISO R - �5� I Site a RESOLUTION 2017 - APPROVING A SITE PLAN FOR WESTERN SPRING MANUFACTURING FOR AN INDUSTRIAL BUILDING ON PROPERTY LOCATED NORTH OF 130TH STREET NORTH AND EAST OF FENWAY BOULEVARD WHEREAS, Western Spring Manufacturing has requested approval of a site plan to allow construction of approximately 35,000 square feet of industrial building on a 4.71 -acre property legally described as follows: Lot 2, Block 1, Bald Eagle Industrial Park Sixth Addition, Washington County, Minnesota. WHEREAS, the Planning Commission has reviewed the site plan 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 Western Spring Manufacturing for a site plan, subject to the following conditions: 1. A site plan is approved to allow development of one (1) lot for an industrial building, in accordance with the application received by the City on March 17, 2017, and revised on April 7, 2017, except as amended by this resolution. 2. The applicant shall comply with all conditions from the City Engineer's memo dated April 20, 2017 and any additional redlined comments. 3. Prior to issuance of building permits, the applicant must comply with the following conditions: Signage a. A sign permit is required for all signs. The sign permit application shall be reviewed and approved by City staff prior to installation. Streets, Access and Parking a. All drive aisles shall be 24 ft. wide. The plans shall be revised to show this change and reviewed and approved by staff. b. The parking spaces shown on the plan as proof of parking shall be constructed at any time deemed necessary by the City. Landscaping a. The landscape plan shall be revised to show the relocation and addition of trees to further screen the dust collector and loading docks. The plans shall be reviewed and approved by staff prior to installation. Fees a. Park dedication is not required for industrial development. Resolution 2017 - Page 2 of 2 b. The stormwater ponding fee is not required. This was paid at the time the regional basin was constructed. c. All development fees shall be paid. d. The applicant shall pay the City's Stormwater trunk fee. e. The applicant shall pay the City's sewer and water trunk fees and SAC and WAC fees for the lot. Miscellaneous a. Sewer and water stubs should be verified by the applicant before any development occurs on site. If the stubs are not present, the contractor is to coordinate the connection and any corresponding permitting with the City to excavate in the City street and with Metropolitan Council Engineering Services to connect to the MCES interceptor. b. A complete set of revised plans addressing the conditions of approval shall be submitted for city approval. 4. Prior to issuance of a certificate of occupancy, the applicant must comply with the following conditions: a. The applicant shall be required to draft and execute a stormwater drainage and maintenance agreement between the two parcels whom share a drainage outlet. This shall be reviewed by City staff. b. The roof top mechanical equipment must be screened from view of adjacent properties. c. All landscaping shall be fully installed. 5. At the time of future expansion, a site plan application will be required to be reviewed and approved by the City. ADOPTED by the City Council this 15th day of May 2017. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk A WSB 477 Temperance Street I St. Paul, MN 55101 1 (651) 286-8450 April 20, 2017 Ms. Rachel Juba City Planner City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Stormwater Management Plan Review Western Spring Manufacturing WSB Project No. 3288-170 Dear Ms. Juba: We have completed our review for the Western Spring Manufacturing site for stormwater management. The following information was received for review: ■ Preliminary Plans, prepared by Campion Engineering Services, Inc., dated April 6, 2017 ■ Storm Water Management Plan, dated April 6, 2017 ■ Storm Sewer Design, dated February 23, 2017 ■ Geotechnical Report, prepared by Braun Intertec, dated January 23, 2017 Based on the review of the plans, we offer the following comments: General 1. The soil boring report shows evidence of groundwater near the site of the infiltration basin. The boring closest to the basin reported the groundwater elevation to be approximately 924.5. The bottom of the basin is proposed to be 927.0, leaving only 2.5' of separation. The requirement is 3' of separation between the bottom of the infiltration basin and the high-water table. This will need to be addressed. 2. The onsite infiltration basin is designed to accommodate 2.83 acres of impervious area. Proposed impervious for construction is approximately 1.93 acres. This allows up to 0.9 acres of impervious to be constructed in future expansions. 3. The regional basin has additional capacity for rate control. Rate control for each site is limited to the 10 -year event using TP -40 values for full development. See attachment for the available parcels that the basin was designed to accommodate. New developments are still required to provide onsite volume control to meet RCWD requirements. Thank you for the opportunity to provide comments on this project. If you have any questions, please do not hesitate to contact me at 651-286-8463. Sincerely, WSB & Associates, Inc. Mark Erichson, PE City Engineer Building a legacy —your legacy. Equal Opportunity Employer I wsbeng.com K: 03288-170�AdminWocs�3288-170 COM LTR-rjuba-042017- Western Spring Manufacturing. docx 5118 130th Street North Hugo, MN 55038 I Telephone 651.224.1721 I Toll Free 1.888.224.17211 Fax 651.224.9406 western spring Manufacturing � 9 14669 Fitzgerald Ave. N. Hugo, MN 55038 To whom it may concern: Altstatt Properties LLC is the entity that will own & manage the property that we intend to develop/build on the 4.7 acre parcel of property (currently held by A.P.LLC) on Fenway Avenue within the Bald Eagle Industrial Park. The 35,000 sq./ft. building will be leased to Western Spring Mfg., a multi -generation family owned business who have for the past 12 years operated out of the adjacent building manufacturing precision coil springs & wire forms for various industries & customers. The majority of WSM's customer base is within the 5 -state region, along with some exports throughout North America. There are even a few customers located right in Hugo. Most packages are shipped though a daily UPS pickup. Typical hours of operation are a day shift and an evening shift. Throughout the 12 years in Hugo we have taken extra special effort to keep our reputation a good one in our industry & community. Our Quality Policy is as follows: Western SpriM Mf F; coils and forms wire and strip material to customer specifications. Our processes are implemented by leveraging the creative and innovative skills of technicians operating= state equipment. All procedures are alit=ned to ensure delivery of value to our customers and ultimately their customers. Our troal is to be the vendor of choice. The ownership group of Altstatt Properties LLC will also be stakeholders of Western Spring Mfg. The stakeholders are committed to strategically growing the business at a manageable rate. Western Spring Mfg. currently employs 18 full-time team members and would anticipate employing more pending the growth of the business. We would like to extend an open invitation to you to come and speak with us at any time about any suggestions, concerns, or problems you may have about our expansion plans. We look forward to meeting our goals along with helping the city of Hugo reach theirs. Sincerely, Alex Altstatt Direct Line: 651.797.0991 alex(a4western springxom w:.qo� www.westernspring.com Iso soot' Quality Compression Springs I Extension Springs I Torsion Springs Western Spring Manufacturing Wire Forms I Flat Springs City of Hugo Western Spring Mfgr — Site Plan Application March 17, 2017 Page 2of2 The development includes a 36,854 sq. ft. slab on grade structure with finished office space of 3,014 sq. ft. and a storage mezzanine above, consisting of 2,960 sq. ft. The building design features exposed aggregate precast panels (samples included), structural steel roof frame. Pedestrian and employee parking is directed to the northern main entrance on the site, with all truck traffic directed to the south portion on the site, 2 ea. dock height, dock doors are located on the south for truck docking. All trash, refuge and recycling will be stored inside the building. We are submitting this application in anticipation of being on the following regularly scheduled City Agendas: Planning Commission April 27, 2017 City Council Meeting May 15, 2017 We intend to break ground in late Spring or Early Summer, with Completion of the development by the end of the year, 2017. We are excited about the project and feel this application is very comprehensive, thorough and meets the City of Hugo's design standards and ordinances. Please don't hesitate to contact me with any questions or additional information you may need. Respec ullv John N. "haw Qack) w cc: Joe Altstatt, Western Spring Manufacturing Attachments T.O.P. 125'-011 124'-0" O �t � O t T.O.P. �V — — 125'-0" 5HOEE 0X LED LIGHT FIXTURE, TYP OF (2) NORTH ELE\/, \/ERIFY LOCATION5 W/ ELEG 461_511 it / I_5II it / 1_511 Ilk PREFIN 5TEEL T.O.P. CANOPY, TYP. OF (2) 125'-0" (2) 24" DIA. HOLES FOR TORRIT PUCT5 NORTH ELEVATION SCALE: 3/32" = V-0" � 2 250'-0" 461_511 461_511 HORZ. CHAMFER T.O.P. 5�_1251-0" 0 PROPOSED IMPROVEMENT FOR: 1 Western Spring 46-8" Manufacturing Lot 2, Block 1 Bald Eagle Industrial Park Sixth Addition Washington County, Minnesota ----- ------------------ ----------- Y--,. UNIFORM RAKE EXPOSED SMOOTH EXP05E17 AGGREGATE PANEL UNIFORM RAKE 4'-0" X 4'-0" BRONZE ANODIZED i BUFF AOGREGATE PANEL BRYAN RED ROCK EXPO5ED BRYAN ALUMINUM IN5ULATED FRAME5 UNIFORM RAKE EXPO5ED RED ROCK AGGREGATE PANEL W TINTED IN5ULATED GLA55, BUFF AOGREGATE PANEL TYP. @ EXTERIOR WIND0W5 1281_011 j j .1 �I_611 j T.O.P. 128'-0" bo �4 4 Manufacturing (2) 24" DIA. HOLES FOR TORRIT PUCT5 NORTH ELEVATION SCALE: 3/32" = V-0" � 2 250'-0" 461_511 461_511 HORZ. CHAMFER T.O.P. 5�_1251-0" 0 PROPOSED IMPROVEMENT FOR: 1 Western Spring 46-8" Manufacturing Lot 2, Block 1 Bald Eagle Industrial Park Sixth Addition Washington County, Minnesota ----- ------------------ ----------- Y--,. UNIFORM RAKE EXPOSED SMOOTH EXP05E17 AGGREGATE PANEL UNIFORM RAKE 4'-0" X 4'-0" BRONZE ANODIZED i BUFF AOGREGATE PANEL BRYAN RED ROCK EXPO5ED BRYAN ALUMINUM IN5ULATED FRAME5 UNIFORM RAKE EXPO5ED RED ROCK AGGREGATE PANEL W TINTED IN5ULATED GLA55, BUFF AOGREGATE PANEL TYP. @ EXTERIOR WIND0W5 1281_011 j j .1 �I_611 j T.O.P. 128'-0" bo western Spring Manufacturing 0 Certified to ISO Standard 9001:2008 i RAKE UNIFORM RAKE ,,—UNIFORM t=V=/nc =rn axe"A_ki axe"A_ki F.F.E. �V 100'-O" RED ROCK AOGREGATE PANEL WEST EL=EVATION &.—Z 11 V � 11 6i ✓1 � 1 / N1 � RED ROOK AOGREGATE PANEL SCALE: 3/32" = V-0" 1 5HOEE30X LED LIGHT FIXTURE, 2 O\/ERFLOW 5CUPPER, TYP OF (3) SOUTH ELE\/, \/ERIFY MAXIMUM 2" HIGHER THAN LOCATION5 W/ ELEG ROOF DRAIN INLET, TYP. OF (3) UNIFORM RAKE EXPOSED BUFF AOGREGATE PANEL, 7YP., U.N.C. 5HOEBOX LED LIGHT FIXTURE, G TYP OF (2) EA5T ELE\/, \/ERIFY A T1 I.— I A I / 1—I EAST ELmEVATION SCALE: 3/32" = V-0" BUFF AOGREGATE PANEL RELIMINARY 'RILING SET 5-03-17 FOR CONSTRUCTION PROPOSED BY: SHIAW CONSTRUCTION O 7685 CORPORATE WAY EDEN PRAIRIE MN .250'-0" " 952 937 8214 WWW.SHAWCONSTRUCT.COM I II I II I II I II I II I II 46 -8 46 -8 46 -8 46 -8 46 -8 46 -8 UNIFORM RAKE EXPOSED __/ SOUTH F.L.F.VATION BUFF AGGREGATE PANEL SCALE: 3/32" = V-0" 2-0" TROWEL 5MOOTH FIN15H @ HEAD $ JAME35 @ DOCK DOOR5, TYP. SHEET TITLE: EXTERIOR COLOR ELEVATIONS DATE: REVISION NO. 5-03-17 DRAWN BY: SHEET NO. A201 OF 1 SHEETS bo 0 UNIFORM RAKE EXPOSED __/ SOUTH F.L.F.VATION BUFF AGGREGATE PANEL SCALE: 3/32" = V-0" 2-0" TROWEL 5MOOTH FIN15H @ HEAD $ JAME35 @ DOCK DOOR5, TYP. SHEET TITLE: EXTERIOR COLOR ELEVATIONS DATE: REVISION NO. 5-03-17 DRAWN BY: SHEET NO. A201 OF 1 SHEETS �l I�, 32.26 932.27 CBTC x32.24 V I / 932.31 V / 166 / 932. 7 V 0 / / U / D LLi C I -FOUND I PLASTIC 712 INCH PIPE WITH LL; S I R / 12 �o_ �S 41578 H _ _ LU _ I /LOT C a / 9 1. 6\ I I � BOLD Eq E l / 9 1 GLAND UTIL IT I o E INDUSTRIgLEN�NMENT PER P - ��� ®� C V I \ I \ K 6 TH ADD/ /ON OF / to I - 30.93 � � 04171 \ 1 09314.934.25 I I ST -1D U DI / G - I I 1 C- I ...................\ V I I \ \ 934.16 1 El 933.20 -- V A � 1_4 � QST -3 � ���� zo _ 93� 23 OS�9 .26 GOVERNING SPECIFICATIONS: 1. THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" LATEST EDITION & SUPPLEMENTS. 2. CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD UTILITIES SPECIFICATIONS. (LATEST EDITION) 3. ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCE WILL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. 4. CITY OF HUGO STANDARD SPECIFICATIONS & DETAILS. NOTE: EXISTING CONDITIONS PER CERTIFICATE OF SURVEY PREPARED BY E.G. RUD AND SONS PROPERTY DESCRIPTION: LOT 2, BLOCK 1, BALD EAGLE INDUSTRIAL PARK SIXTH ADDITION, WASHINGTON COUNTY, MINNESOTA 32. 30.22 66 881 12 DRAiNAG 1 I l � 34 o 932.4q BTC - 93d I / BALD EAGL4ND UTILITY \ 1 a o` v� z �\ CBT E INDUSTR/ALEASE P SEMEN r _ _ PARK 4TH rR PLAT I o � -_ AITIG \9� I I a, W o z� 2 �N I c �- �? 30.47 6� - N31/2 IN _ \ ,��� C� m P I NSCRI�DRON PqE WITH��®®®'S� �9 - __ _ \ / 005 ° 0 933.83 / ST -6 I a 23 4 P31ND 1 /2 I - - / \ ; � � 1 w o 94 CH 60 \ STIC CAP �NSCRI13EDPR L.S I TH ���. ®� 8g-01 - }/ _ _ / I z m a � - 47 _ x934. \ Q I 6 C / DUND 1/2 INCH ON � .52Q0 ---___IPE-= / 8696 __ I L� ✓ % am �o 112 - _ I o o 932.37 /I I AND RIAP INCH "N P/PES 72 _ - _ - - - - I I / W o 889 ED R.933 94 L.S 2344 _ D- - _ \ - 933.76 L O T C °3 __ _934 I 1v 934.20 ' 932 - �� / 41- x933.31 x933.3 - C ti -.82- 3 3 - D -I , o x934.13 I � N�� ( 828. �5j. Zg 8 74500 - 937 39 '�0 \9.1 / _ I 1 91 \ co x.92 - _ I I 933.49 \ 3 .4 28.99 - - _ E�ALD , L,� 1 - B O C K D TC� / / 933.30 6° �� �I 31 - 9. �uY� 1 .77 \r31)� 933.43 \I 9.95 � _j FFE ,N 1931.31 933.17 �� \�--�/ NC C E -INCHI CI 'aP INS R0N � TOP CRIgED LOT0 J m _ 4 /N0 o 30 60 D Uz Te//4GRAPHIC SCALE IN FEET I Western Spring Manufacturing HUGO, MINNESOTA Linner-Morschen Architects 10100 Morgan Avenue S. Bloomington, MN 55431 PHONE: (952) 884-6455 FAX: (952) 884-0860 CAMPION N ENGINEERING SERVICES, INC. 0 Civil Engineering • Land Planning 1800 Pioneer Creek Center, P.O. Box 249 Maple Plain, MN 55359 Phone: 763-479-5172 Fax: 763-479-4242 E -Mail: mcompion@campioneng.com I hereby certify that this plan, specification or report has been prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the law of the ate of Minnesota. 04/05/2017 Martin P. Campion -Lic. # 19901 Date: CAMPION JOB NO. 16-039 PROPOSED BY: CONSTRUCTION 7685 CORPORATE WAY EDEN PRAIRIE MN 952 937 8214 WWW.SHAWCONSTRUCT.COM EXISTING CONDITIONS PLAN DATE: 03/15/2017 REVISION 04/06/2017 PER 04/03/2017 ENGINEERS MEMO DRAWN BY: KDK SHEET NO. C 1.01 I I I 932.27 CBTC V I V I 166 V I V I 0 I� 0 I I �I MATCH & X. BIT, CURB I GUTTER Yl V Z SURMOUNTABLE I CONCRETE CURB REMOVE 'EXISTING CURB& GUTTER TYP & GUTTER AS NECESSARY ' TO CONSTRUCT ACCESS, J FTU E/PROOF OF'PARKINd INSTALL COMMERCIAL _ DRIVEWAY PER DETAIL I HU-STR-8A - L L �' �' 0 0 ✓I �___ _j -� I / LIGHT DUTY 125 ' T' I �- 7 _ BITUMINOUS o �- _ _ ` T I d .7" ���- N I ' FUTURE PROOF OF PARKING 1 I1116 0 N NOTES: 1. BOUNDARY AND EXISTING CONDITION INFORMATION PER CERTIFICATE OF SURVEY PREPARED BY E. G. RUD AND SONS AND CITY RECORD PLANS. 2. ALL EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR. 3. REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND LOCATIONS OF EXITS, RAMPS, CONCRETE APRONS AND STOOPS. 4. BUILDINGS ARE ALIGNED PARALLEL OR PERPENDICULAR TO THE NORTH PROPERTY LINE UNLESS OTHERWISE NOTED ON THE PLAN. 5. ALL PARKING LOT STRIPING SHALL BE 4" WIDE LINES, STRIPED USING HIGH VISIBILITY TRAFFIC AND HIGHWAY APPROVED WHITE PAINT. PROVIDE APPROPRIATE STRIPING AND PAVEMENT MARKINGS FOR ALL HANDICAP PARKING AND ACCESS AISLES. 6. GUTTER SHALL BE CONSTRUCTED TO TIP OUT WHERE INDICATED ON PLAN. 7. DIMENSIONS TAKE PRECEDENCE OVER SCALE. ALL DIMENSIONS ARE TO BACK OF CURB, EDGE OF SIDEWALK OR EXTERIOR BUILDING UNLESS OTHERWISE NOTED. & UNLESS OTHERWISE INDICATED ON THE PLAN, CONTRACTOR SHALL PROVIDE CONTROL JOINTS, CONSTRUCTION JOINTS, AND EXPANSION JOINTS IN SLAB ON GRADE, SIDEWALKS AND CONCRETE DRIVES. CONTROL JOINT MAXIMUM SPACING: WALKS - 8' O.C., ALL OTHERS - 10' O.C. SAW CUT CONTROL JOINTS MINIMUM ONE-QUARTER CONCRETE THICKNESS. EXPANSION JOINT MAXIMUM SPACING: WALKS - 24' O.C., ALL OTHERS - 40' O.C. DOWEL ALL EXPANSION JOINTS - MAXIMUM 24" O.C. 9. PEDESTRIAN RAMPS SHALL BE INSTALLED AT ALL LOCATIONS WHERE SIDEWALK MEETS CURB. 10. WHEN DOING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, THE CONTRACTOR SHALL COORDINATE THE REMOVAL LIMITS WITH THE CITY. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL PEDESTRIAN RAMPS MEET ADA AND MNDOT GUIDELINES FOR ACCESSIBILITY. 12. CONTRACTOR SHALL VERIFY CONDUIT REQUIREMENTS FOR POWER AND IRRIGATION. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE FIRE MARSHAL THE LOCATION OF FIRE LANE SIGNAGE AND CURB MARKINGS (IF NEEDED). 14. CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING IMPROVEMENTS THAT INTERFERE WITH NEW WORK AS SHOWN. 15. ALL NEW UTILITIES SHALL BE UNDERGROUND. COORDINATE LOCATIONS WITH UTILITY PROVIDERS. 16. SIDEWALKS SHALL BE CONSTRUCTED WITH A MAXIMUM CROSS SLOPE OF 2%. ANY SIDEWALK EXCEEDING 2% CROSS SLOPE MUST BE REMOVED AND REPLACED AT CONTRACTOR'S EXPENSE. GENERAL NOTES: 1. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THAT ALL PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION SHALL BEGIN UNTIL THE CONTRACTOR HAS REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY THE PERMITTING AUTHORITIES. 2. WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY. THE SOILS REPORT AND RECOMMENDATION SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCY BETWEEN THE SOILS REPORT AND PLANS. 1YP I TRANSITION FROM MNDOT DESIGN V z CONCRETE CURB TO SURMOUNTABLE ' W PAINTED HANDICAP SYMBOL (TYP) I9 WIDE H.C. ACCESS o AISLE (TYP) MNDOT DESIGN V V - ' oD10' WIDE CONCRETE CONCRETE CURB SIDEWALK 4' WIDE CONCRETE ADA PARKING SIGN, SIDWALK ' TYP (SEE DETAIL) I TRANSITION FROM MNDOT DESIGN V V 0 OF, -----CONCRETE CURB TO SURMOUNTABLE N i MATCH &X. BIT, ' � LL_S' CURBE� B I GUTTER IN FFE-935.5 I J 1\� 30.22 666 1 BTC - 20.0, O� r; _ ,�p = o moo- �� �. 4" WIDE PAINT STRIPE, TYP SURMOUNTABLE CONCRETE CURB 11 �� I �- & GUTTER, TYP FUTURE/PROOF OF PARKING' 1� '__7 a 11 16 0 , ���Z- O '0- °' 120. �1 SURMOUNTABLE CONCRETE CURB AND GUTTER (TYP) 30.47 - o �o 4 o� REMOVE; 1=XIS ING''CURB HEAVY DUTY a & GUTTER AS NECESSARY TO CONSTRUCT ACCESS, INSTALL COMMERCIAL DRIVEWAY PER DETAIL HU-STR-8A BITUMINOUS - SURMOUNTABLE zzzz CONCRETE CURB _ AND GUTTER 80; 00 (TYP) 9:3 3.94 GOVERNING SPECIFICATIONS: 1. THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" LATEST EDITION & SUPPLEMENTS. 2. CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD UTILITIES SPECIFICATIONS. (LATEST EDITION) 3. ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCE WILL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. 4. CITY OF HUGO STANDARD SPECIFICATIONS & DETAILS. 0I ��r\ Z� BITUMINOUS ACC S CONCRETE SLAB 0 X55 v, LOT DATA EXISTING ZONING GENERAL INDUSTRIAL (13) REQUIRED PROPOSED LOTSIZE 15, 000 SF 205,026 SF LOTWIDTH 100' 254' LOT DEPTH 150' 807' SETBACK- BUILDING FRONT 30' 125' SIDE * BLDG HEIGHT 35' REAR 30' 400' SETBACK- PARKING 6' 6' * REQUIRED SIDE SETBACK - GREATER OF BUILDING HEIGHT OR 10' ALLOWED PROPOSED IMPERVIOUS SURFACE AREA (1) 164,020 SF 81,700 SF BUILDING COVERAGE (2) 61,508 SF 35,840 SF 1- 809/o OF LOT AREA 2 - 30% OF LOT AREA REQUIRED PARKING 82 PARKING PROVIDED oz HANDICAP 2 REGULAR 27 PROOF OF PARKING 56 TOTAL 85 END CONCRETE CURB & GUTTER PROJECT DIRECTORY PROPERTY OWNER WESTERN SPRING MANUFACTURING 5118130" STREET NORTH HUGO, MN 55038 PH: 651.224.1721 GENERAL CONTRACTOR SHAW CONSTRUCTION ATTN. JACK SHAW 7685 CORPORATE WAY EDEN PRAIRIE, MN 55344 PH: 952.937.8214 EMAIL: JSHAW@SHAWCONSTRUCT.COM ENGINEER CAMPION ENGINEERING SERVICES, INC ATTN: MARTY CAMPION 1800 PIONEER CREEK CENTER MAPLE PLAIN, MN 55359 PH: 763.479.5172 EMAIL: MCAMPION PCAMPION ENG.COM SURVEYOR E. G. RUD AND SONS ATTN: JASON RUD 6776 LAKE DRIVE, #110 LINO LAKES, MN 55014 PH: 651.361.8200 EMAIL: JRUDPEGRUD.COM ARCHITECT LINNER MORSCHEN ARCHITECTS ATTN: LOREN MORSCHEN 10100 MORGAN AVENUE SOUTH BLOOMINGTON, MN 55431 PH: 952.884.6455 EMAIL: LMORSCHEN@LINNERMORSCHENARCHITECTS.COM MNDOT DESIGN V CONCRETE CURB & GUTTER SURMOUNTABLE CONCRETE CURB & GUTTER EDGE OF BITUMINOUS _ _ _ � I Cq 2 ,0, 0 TRCCKS TRU KS H1S pC/N� gEYCND I I EDGE OF FU 7-NBITUMINOUS ' 728)E P4NSI0N I I 0 HEAVY DUTY FZ�b BITUMINOUS _ J _ _ _ - _ - _ _ . _ 1 1 N .92 60 )33.43 _ FE LOT 1 60 /NDUS TR 0 0 00 =o �Q w o oz o - a� �w wo C,3 0 o IV �Q oa Q 00 0 0 0 �� _ o oz Z O 32.10 931.77 _ 0 _ 0 932.34 Western Spring Manufacturing HUGO, MINNESOTA Linner-Morschen Architects 10100 Morgan Avenue S. Bloomington, MN 55431 PHONE: (952) 884-6455 FAX: (952) 884-0860 CAMPION N ENGINEERING SERVICES, INC. 0 Civil Engineering • Land Planning 1800 Pioneer Creek Center, P.O. Box 249 Maple Plain, MN 55359 Phone: 763-479-5172 Fax: 763-479-4242 932.94 E -Mail: mcompion@campioneng.com I hereby certify that this plan, specification or report has been prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the law of the ate of Minnesota. 7 932.93 04/05/2017 Martin P. Campion -LIc. # 19901 Date: 3.60 CAMPION JOB NO. 16-039 932.44 off w - PROPOSED BY: 2.6= N 0 30 60 GRAPHIC SCALE IN FEET CONSTRUCTION 7685 CORPORATE WAY EDEN PRAIRIE MN 952 937 8214 WWW.SHAWCONSTRUCT.COM CIVIL SITE PLAN DATE: 03/15/2017 REVISION 04/06/2017 PER 04/03/2017 ENGINEERS MEMO DRAWN BY: KDK SHEET NO. C 2.01 I I / 66 _q / V / 0 / / D q / - z �/ V T I 1 RIM:951.3 SUMP:92 .22T--7- T-7 22T--7 INV: 27.2 0 0 =_ _«-153' o HDPE 0 q L llj q 1� I _ _ V 017' 15' HDPE .63% -q -T _ EX. HYD T' O 1 W .7 I= q Lq / FES 3 I q 15" HDPE FES W/ _ I �� q III6 0 TRASHGUARD & ' q_ / 4.9 CY CL III RIPRAP / U q INV:927.11 Qq Cq L_U V ' Lil / FES 4 D I 15" RCP FES W/ FES 2 TRASHGUARD & 24" HDPE FES Illi / / V 0 4.8 CY CL III RIPRAP TRASHGUARD RI INV:928.80 9.5 CY CL III RIP AP N ' INV:927.01 I 27' of 27" H�E @ 0.29% g" DIP WATER SERVICE _ 6" PVC SAN SEWER SERVICE q� q CBMH 5 RIM:933.62 �E INV:928.18 W INV:927.98 CBMH 6 RIM:933.62 13 E INV:928.85 of 12" HDI E - W INV:928.85 - of � q c� z S 8 ) ,q 11 - e d as � I I 1 CA S 1 0 I TRU zz H,� �Po, TS BEYOND I I / I 1 zz ' I T0 7 2q7 64 NSI ON I 1 I I I I V o CONNECTION, VERIFY SIZE,/ _ 90< o \ � LOCATION & ELEV. _ f __ I 51' of 15" RCP O 2.88% CBMH 1 (SUMP) � � � _ D 0.401 T RIM:931.70 _ C I 1 I ' SUMP:924.09 INV:927.09 EXISTING CBMH INV:927.09 \ REMOVE EXISTING CASTING & REPLACE W/ NEENAH R -3501 -TB - of > C RIM=929.66 S INV=926.93 (VERIFY) I - _ _ 0 NE INV=927.33 I =- I CBMH RIM:932.05 I S INV:928.93 / W INV:928.67 r II f 15" HDPE © 0.46% L D ' BLOCK 2 FES INV:929 00� I 1 STRUCTURE SCHEDULE STRUCTURE STRUCTURE NO. SIZE CB 1 27" CB 2 27" CB 3 27" CASTI NG NEENAH R-2502* NEENAH R-2502* NEENAH R-2502* CBMH 1 48" NEENAH R -3250-A CBMH 2 48" NEENAH R -3250-A CBMH 3 48" NEENAH R -3250-A CBMH 4 48" NEENAH R -3250-A CBMH 5 48" NEENAH R -3250-A CBMH 6 48" NEENAH R -3250-A CBMH 7 48" NEENAH R -3250-A STMH 1 48" NEENAH R-1642** STMH 2 48" NEENAH R-1642** *WITH TYPE C GRATE **LABELED "STORM SEWER" 3 RIM: W 1NV:929.50 NOTES: 1. EXISTING CONDITION INFORMATION PER CERTIFICATE OF SURVEY PREPARED BY E. G. RUD AND SONS, INC. AND CITY RECORD PLANS. 2. THE LOCATION AND ELEVATION OF ALL EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY CONFLICTS. 3. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FACILITIES TO ALLOW PROPER FUNCTIONING DURING AND AFTER CONSTRUCTION. SUPPORTING STRUCTURES, IF REQUIRED, SHALL BE SUPPLIED BY THE CONTRACTOR AS WORK INCIDENTAL TO THE CONTRACT. 4. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS BETWEEN EXISTING UTILITIES AND THE PROPOSED CONSTRUCTION. THE ENGINEER WILL COORDINATE WITH UTILITY COMPANY IN QUESTION TO DETERMINE THE NEED FOR RELOCATION OF THE EXISTING UTILITY. 5. EXISTING CONDITIONS SUCH AS SAND IN MANHOLES OR VALVE BOXES SHALL BE IDENTIFIED BY THE CONTRACTOR AND THESE SHALL BE REPORTED TO THE ENGINEER PRIOR TO EXCAVATION BY THE CONTRACTOR. ONCE CONSTRUCTION HAS BEGUN, ALL DAMAGE TO UNDERGROUND UTILITIES WILL BE ASSUMED TO HAVE BEEN CAUSED BY THE CONTRACTOR, AND REPAIRS NECESSARY SHALL BE PERFORMED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 6. FINAL PLAT SHALL GOVERN FOR EASEMENTS AND LOT LINES. 7. THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL JURISDICTION TO OBTAIN PERMITS AND METER FOR WATER SOURCE. ALL ASSOCIATED COSTS SHALL BE INCIDENTAL TO THE CONTRACTOR, INCLUDING DISPOSAL OF TEST WATER INTO CITY'S SANITARY SEWER SYSTEM. THE CONTRACTOR SHALL NOT OPERATE GATE VALVES OR HYDRANTS ON THE CITY WATER SYSTEM WITHOUT FIRST RECEIVING CITY APPROVAL. 8. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AND THE PROJECT ENGINEER 48 HOURS PRIOR TO STARTING WORK OR AS REQUIRE BY THE CITY. 9. THE CONTRACTOR SHALL KEEP ACCESS ROADS CLEAR OF SOIL OR OTHER DEBRIS, AND PERFORM DAILY STREET CLEANING AS REQUIRED. POSITIVE DRAINAGE, CONTROLLED WITH EROSION CONTROL AND EROSION PREVENTION MEASURES AS REQUIRED SHALL BE PERFORMED. INLET PROTECTION SHALL BE INSTALLED WITHIN 48 HOURS AFTER INLET CONSTRUCTION. UNLESS SPECIFIED ON THE PLANS OR AS A BID ITEM ON THE BID FORM, ANY TEMPORARY CULVERTS, DITCHES, FILTER FABRIC, ETC. NECESSARY TO ACCOMPLISH THIS SHALL BE PERFORMED AS INCIDENTAL TO THE CONTRACT. 10. THE CONTRACTOR SHALL PRESERVE AND PROTECT THE MARKERS AND MONUMENTS SET FOR THE SUBDIVISION OF LAND. 11. THE CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER TO FACILITATE CERTIFICATION OF ALL CONTROLLED FILLS IN A TIMELY FASHION. DENSITY TESTS SHALL MEET THE FOLLOWING: A. DENSITY TESTS SHALL BE TAKEN ON ALL TRENCHES AT LOCATIONS AS DETERMINED BY THE ENGINEER OF HIS REPRESENTATIVE. B. WITHIN 3 FEET OF PAVEMENT SUBGRADE, CONTRACTOR SHALL UTILIZE IMPROVED SOILS THAT ARE WITHIN 1% OPTIMUM MOISTURE CONTENT. COMPACTION SHALL MEET 100% STANDARD PROCTOR. BELOW THE UPPER 3FEET, COMPACTION SHALL BE 95%. GRADING TOLERANCE SHALL BE 0.1'. 12. THE OWNER SHALL PAY FOR ALL COMPACTION TESTING. ANY AREAS WHICH FAIL TO MEET THE ABOVE STANDARDS SHALL RE CORRECTED AND RE -TESTED BY THE OWNER'S TESTING AGENT AT THE CONTRACTOR'S EXPENSE. 13. SANITARY SEWER AND WATERMAIN SHALL BE INSTALLED AT ELEVATIONS SHOWN ON THE PLAN. 14. WHERE WATERMAIN MUST BE LOWERED TO AVOID CONFLICT WITH ANOTHER UTILITY, THE COST OF BENDS, FITTINGS, ETC. SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. 15. CONTRACTOR SHALL PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH THE CURRENT MNDOT "TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS FIELD MANUAL" FOR CONSTRUCTION ADJACENT TO TRAVEL WAYS. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE DEPTH OF EXISTING UTILITIES LISTED ON THIS PLAN PRIOR TO ORDERING OF ANY FITTINGS, STRUCTURES, CASTINGS, ETC. ENGINEER AND THE OWNER SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCIES FOUND AS DEPTHS ARE ESTIMATED. 17. CONTACT CITY FOR INSPECTION PRIOR TO CONNECTING TO EXISTING CITY UTILITIES. 18. CONTRACTOR TO COMPLY WITH ALL REGULATORY AGENCY PERMIT CONDITIONS FOR PERMITS OBTAINED BY OWNER AND FOR PERMITS OBTAINED BY GENERAL CONTRACTOR. 19. ALL WORK PERFORMED AND MATERIALS USED FOR CONSTRUCTION OF UTILITIES MUST CONFORM TO THE CITY OF HUGO STANDARD SPECIFICATIONS AND DETAILS. 20. ALL SANITARY SEWER SHALL BE EITHER 8" OR 6" PVC SDR 35. 21. WATERMAIN SHALL BE 6" AND 8" DIP CLASS 52. 22. ALL WATERMAIN SHALL BE INSTALLED WITH 7.5' COVER MINIMUM. 23. VERIFY LOCATION OF FIRE DEPARTMENT CONNECTION (FDC) WITH MECHANICAL ENGINEER. 24.INSTALL SERVICES TO WITHIN 5' OF THE BUILDING. VERIFY LOCATION WITH MECHANICAL ENGINEER. 25. RECORD INFORMATION ON SANITARY SEWER AND WATER STUBS WERE NOT AVAILABLE. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EACH. 26.INSTALL RIP RAP AND FABRIC AT FLARED END SECTIONS PER HUGO STANDARD PLATE WY -SD -6. PRO O SEp BV' LD/N / CONNECT TO 0' MIN RI 1 \\ EXISTING RM* V:92* 8.50 0 R 1 CBMH 2 S IN:920 V �66 L q = �RVICE RIM:933.70 20' of 12" HDPE © 1.03% E INV:927.44 I W INV:927.44 STMH 1 CB 2 1 RIM:931.70 RIM:931.50 1jsCLEANOUT I E INV:927.86 S INV:928.76 Of 24"= N INV:928.29 15' of 12" HDPE 0.95% < _ HDPE @���<C q W INV:927.66 STMH 2 / 0 3p% RIM:931.80 ccs 60 8,89�_ _ _ E INV:928.22 cc928.62 CONNECT TO EX SAN SEWER = - of 24» H q CC J \ q \ \ N INV: 1111111 ' STUB, INSTALL CLEANOUT AT - = 0.259 s GOVERNING SPECIFICATIONS: 1. THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" LATEST EDITION & SUPPLEMENTS. 2. CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD UTILITIES SPECIFICATIONS. (LATEST EDITION) 3. ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCE WILL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. 4. CITY OF HUGO STANDARD SPECIFICATIONS & DETAILS. J I � I I 1 I 1 _I 60 - 0 _ - � � I- r - LOT 1 /NDUST/�/4L 6() m 0 Q) 00 z �Q Q� LJ �o 0z LLJ C,3 0 a� �w �� r 0 �Q oa Q 00 �w 0 0 0 ct oz � 0 q o Z 0 932.10 931.77 z 0 3I 0 932.34 932.94 7[ 932.93 3.60 off w---- 932.44 Western Spring Manufacturing HUGO, MINNESOTA N 0 30 60 GRAPHIC SCALE IN FEET Linner-Morschen Architects 10100 Morgan Avenue S. Bloomington, MN 55431 PHONE: (952) 884-6455 FAX: (952) 884-0860 CAMPION N ENGINEERING SERVICES, INC. 0 Civil Engineering • Land Planning 1800 Pioneer Creek Center, P.O. Box 249 Maple Plain, MN 55359 Phone: 763-479-5172 Fax: 763-479-4242 E -Mail: mcompion@campioneng.com I hereby certify that this plan, specification or report has been prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the law,of the ate of Minnesota. 04/05 2017 Martin P. Campion -Lic. # 19901 Date: CAMPION JOB NO. 16-039 PROPOSED BY: CONSTRUCTION 7685 CORPORATE WAY EDEN PRAIRIE MN 952 937 8214 WWW.SHAWCONSTRUCT.COM UTILITY PLAN DATE: 03/15/2017 REVISION 04/06/2017 PER 04/03/2017 ENGINEERS MEMO DRAWN BY: KDK SHEET NO. C 3.01 CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL TWIN CITY AREA 651-454-0002 IMN. TOLL FREE 1-800-252-1166 66 GENERAL NOTES I 1. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES. 2. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. I 3. THE CONTRACTOR MUST CONTACT ALL APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF EXISTING UTILITIES. IT SHALL BE THE RESPOSIBILITY OF THE CONTRACTOR TO RELOCATE ALL UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING GOPHER STATE ONE CALL (1-800-252-1166). 932.27 4. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. CBTC THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE V CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO ' APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 6. THE CONTRACTOR SHALL RESTRICT ALL GRADING AND CONSTRUCTION ACTIVITIES TO AREAS DESIGNATED ON THE PLANS. ACTIVITIES PROHIBITED OUTSIDE THE CONSTRUCTION BOUNDARIES INCLUDE, BUT ARE NOT LIMITED TO: STOCKPILING SOILS AND OTHER MATERIAL, STORING EQUIPMENT OR OTHER ' V MACHINERY, DRIVING VEHICLES, LEAKING OR SPILLING OF ANY "WASHOUT" OR OTHER TOXIC MATERIALS. 7. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTES AND INSPECTIONS WITH THE SOILS ENGINEER. 8. PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A TEST ROLL WILL BE REQUIRED ON THE DRIVEWAY AND PARKING LOT SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE / 66 - SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER AND AS SPECIFIED. V 9. THE SITE HAS NOT NECESSARILY BEEN DESIGNED TO BALANCE THE ON-SITE MATERIALS. AFTER THE SITE GRADING IS COMPLETE, IF EXCESS SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL OFF-SITE IN A MANNER ACCEPTABLE TO THE OWNER AND THE / REGULATING AGENCIES. 10. THE EXISTING TOPSOIL ON THIS SITE VARIES IN DEPTH. IT IS THE CONTRACTOR'S RESPONSIBILITY THAT ALL SURFACE VEGETATION AND ANY TOPSOIL OR OTHER LOOSE, SOFT OR OTHERWISE UNSUITABLE MATERIAL BE REMOVED FROM THE BITUMINOUS AND BUILDING PAD AREAS PRIOR TO PLACEMENT OF ANY EMBANKMENT IN ACCORDANCE WITH THE SOILS REPORT. V 11. EMBANKMENT MATERIAL NOT PLACED IN THE BITUMINOUS OR BUILDING PAD AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE QUALITY COMPACTION METHOD AS OUTLINED IN MN/DOT 2105.3F2 OR AS DIRECTED BY THE SOILS ENGINEER. / 12. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE SOILS ENGINEER. EMBANKMENT MATERIAL PLACED IN THE PARKING LOT AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED o IN MN/DOT 2105.3F1. EMBANKMENT MATERIAL PLACED IN THE BUILDING PAD AREA SHALL BE COMPACTED IN ACCORDANCE WITH THE SOILS REPORT. ° 13. TOLERANCES: ' V _ a. THE PARKING LOT SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. b. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED BY THE ENGINEER. c. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/ INCH OF THE SPECIFIED THICKNESS. ' 14. ALL DISTURBED UNSURFACED AREAS ARE TO IMMEDIATELY RECEIVE FOUR INCHES OF TOPSOIL, SEED AND MULCH AND BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. V 15. SPOT ELEVATIONS SHOWN INDICATE FINISHED GRADE ELEVATION UNLESS OTHERWISE NOTED. 16. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE OR GUTTER LINE IF CURB. EXISTING CONTOURS ARE SHOWN AT 1 FOOT INTERVALS. ALL PROPOSED CONTOURS ARE SHOWN AT 1 FOOT INTERVALS. 17. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE ALONG MATCHING PAVEMENT AREAS AND/OR CURBS. / L j 18. THE CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM THE BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 19. THE CONTRACTOR SHALL PROVIDE DEWATERING AS REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION OR AS DIRECTED BY THE SOILS ENGINEER. ' I POND GRADING 1. THE CONTRACTOR SHALL AVOID COMPACTING THE POND BOTTOM. RUBBER TIRED EQUIPMENT SHALL BE PROHIBITED WHEN WORKING IN THE POND AREA. V 2. THE BOTTOM AND SIDE SLOPES SHALL BE STABILIZED WITH THE SPECIFIED PLANT MATERIALS WITHIN 7 DAYS OF COMPLETING THE POND GRADING. ' I 3. POND SHALL BE GRADED 12" - 18" ABOVE FINAL GRADE UNTIL SITE GRADING IS SUBSTANTIALLY COMPLETE. 4. PRIOR TO PLACING ENGINEERED SOILS, NATIVE SOILS IN THE POND SHALL BE DE -COMPACTED TO A DEPTH OF 12" - 18". CAUTION NOTES: LjjTHE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. 3 � g33 _ _ THE CONTRACTOR MUST CONTACT ALL THE APPROPRIATE UTILITY COMPANIES IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED C SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING GOPHER STATE ONE CALL AT 800-252-1166 OR 651-454-0002. �I °4r)` 3 TO OF ERM=9 2.4 I T - 934.- I' V � -7- ST1 I i q� ro 0) TC 934.80 g34.2 Cr)a� BIT 934.30 J � rn rn N - - SEE DETAIL A- 935 V M rn TC 934.95 rn ' - rn BIT 934.45 - \ I I HWL=931.87 _ _ TC 935.40 EOF=9�2Q rn - 935 00 - - _ \ BIT 934.90 00 ` \ 35 _ _ V = ' 934.16 TC 935.10 I �� _ 932.94 O ST -3 BIT 934.60 - I O N - POS o _ E� B v'L Cq S i 9 FFE=935.533 K 3TR�r o STS TRU o - 9 0 � � o l/� 932.93 3 � V 35 00 L0 s X 6 6 I L _ 35 00 ' 30.22 0 3.60 HW_ _ L 932.44 BTC I - z - / I -hor 1 rf z� L -y`L � � � °� I FUT� UR2gEXPgNS��N ,9 � � � 4j0 _ x64 _� o z 933.46 Gt- ST-6 w 5 DETAIL A ---- _ <� C) o J � o w20 � yp. _ 934 -� _ - 932 �o Z o 3'11 _ ni _ M r _ �✓ �� 3 __9 9333 934.13 _ - FILL AREA - GRADE TO DRAIN TO FLARED END 0 F INV=929.0 l 934.06 V 932. N F - - / 0 .92 / GOVERNING SPECIFICATIONS:60 - - TC 934.9 - 1. THE MINNESOTA DEPARTMENT OF TRANSPORTATI-ON STANDARD BIT 934.92 � TC 934.80 SPECIFICATIONS FOR CONSTRUCTION LATEST EDITION & SUPPLEMENTS. \ 9L3E.43 �I \ _ BIT 934.68 2. CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD UTILITIES TC 935.16 TC 935.16 SPECIFICATIONS. LATEST EDITION / BIT 935.16 BIT 935.16 ( )- - � , -2 60 935.40 TC 934.92 3. ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCE WILL 3 /� / 0 30 60 BIT 934.92 TC 934.50 BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. / I �jLE BIT 934.00 4. CITY OF HUGO STANDARD SPECIFICATIONS & DETAILS. O 6r = GRAPHIC SCALE IN FEET 0 PROPOSED IMPROVEMENT FOR: Western Spring Manufacturing HUGO, MINNESOTA Linner-Morschen Architects 10100 Morgan Avenue S. Bloomington, MN 55431 PHONE: (952) 884-6455 FAX: (952) 884-0860 CAMPION N ENGINEERING SERVICES, INC. 0 Civil Engineering • Land Planning 1800 Pioneer Creek Center, P.O. Box 249 Maple Plain, MN 55359 Phone: 763-479-5172 Fax: 763-479-4242 E -Mail: mcompion@campioneng.com I hereby certify that this plan, specification or report has been prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the law of the ate of Minnesota. 04/05/2017 Martin P. Campion -Lic. # 19901 Date: CAMPION JOB NO. 16-039 PROPOSED BY: CONSTRUCTION 7685 CORPORATE WAY EDEN PRAIRIE MN 952 937 8214 WWW.SHAWCONSTRUCT.COM SHEET TITLE: GRADING PLAN DATE: 03/15/2017 REVISION 04/06/2017 PER 04/03/2017 ENGINEERS MEMO DRAWN BY: KDK SHEET NO. 4mOl V 66 OWNER/DEVELOPER OWNER: WESTERN SPRING MANUFACTURING 5118 130TH STREET NORTH HUGO, MN 55038 I 932.27 C BTC PHONE: 651.224.1721 I � SWPPP DESIGNER CAMPION ENGINEERING SERVICES, INC. MARTY CAMPION 1800 PIONEER CREEK CENTER MAPLE PLAIN, MN 55359 PHONE: 763.479.5172 EMAIL MCAMPION@CAM PION EN G. COM EROSION CONTROL INSTALLER NAM E: CONTACT: ADDRESS: PHONE: CONTRACTOR NAME: CONTACT: ADDRESS: PHONE: EROSION/SILTATION CONTROL 1. ALL EROSION CONTROL AND SILTATION CONTROL WILL COMPLY WITH MINNESOTA'S BEST MANAGEMENT PRACTICES MANUAL AND REGULATIONS OF THE CITY. 2. THE CONTRACTOR SHALL BE FAMILIAR WITH AND FOLLOW ALL REQUIREMENTS OF THE MPCA NPDES PHASE II PERMIT FOR CONSTRUCTION ACTIVITIES INCLUDING BUT NOT LIMITED TO: WEEKLY EROSION CONTROL INSPECTIONS, INSPECTION AFTER 0.5" RAINFALL OR MORE AND DOCUMENTATION OF ALL CORRECTIVE MEASURES. BY BEGINNING CONSTRUCTION, THE CONTRACTOR ACKNOWLEDGES THE TERMS OF THIS PERMIT AND AGREES TO ABIDE BY THEM. 3. THE CONTRACTOR SHALL PERFORM ANY CORRECTIVE MEASURES ORDERED BY THE CITY OR THE MPCA WITHIN 24 HOURS OF NOTIFICATION. ALSO, ADDITIONAL EROSION CONTROL MEASURES DEEMED NECESSARY BY EITHER THE CITY OR THE MPCA SHALL BE INSTALLED WITHIN 24 HOURS OF NOTIFICATION. 4. ANY DEPOSITING OF SILT OR MUD ON NEW OR EXISTING PAVEMENT, IN TEMPORARY SEDIMENTATION BASINS, OR IN EXISTING STORM SEWERS OR SWALE'S SHALL BE REMOVED AFTER EACH RAIN AND AFFECTED AREAS CLEANED. REMOVAL FROM EXISTING PAVEMENTS SHALL BE ACCOMPLISHED BY SWEEPING. 5. THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION INCLUDING BUT NOT LIMITED TO ROCK ENTRANCES AND/OR SILT FENCES. CONTROL SHALL COMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL DESIGN AND IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY, AT HIS/HER OPTION DIRECT THE CONTRACTOR IN HIS/HER METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. 6. ANY DEPOSITING OF SILT IN SWALES SHALL BE REMOVED AFTER EACH RAIN AND AFFECTED AREAS CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. THE SILT FENCES SHALL BE REMOVED AND THE SILT REMOVED FROM THE PONDING AREAS BY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH AND THE MONITORING REQUIREMENTS OF THE MPCA PERMIT. 8. ALL DISTURBED AREAS, EXCEPT ROADWAYS, BUILDING AREAS, PARKING AREAS, ISLANDS AND SIDEWALK, SHALL BE RESTORED WITH A MINIMUM 4 INCHES TOPSOIL, SEEDED AND MULCHED (TYPE I). SEEDING SHALL BE IN ACCORDANCE WITH MNDOT SPECIFICATION 2575, SEED MIX 22-111 @ 40 LBS/ACRE (OR APPROVED EQUAL). DORMANT SEEDING AREAS SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITH MNDOT SPECIFICATIONS, STRAW MULCHING QUANTITY SHALL BE TWO TONS PER ACRE, FERTILIZER (10-10-20) SHALL BE APPLIED AT A RATE OF 200 POUNDS PER ACRE (CAN BE OMITTED IN LANDSCAPED AREAS IF LANDSCAPED SEEDING IS DONE CONCURRENTLY). MNDOT SEED MIX 21-113 APPLIED AT A RATE OF 110 LBS/ACRE SHALL BE USED FOR TEMPORARY SEEDING IF NEEDED. 9. CONSTRUCTION SHALL PROCEED IN THE FOLLOWING SEQUENCE: a. CONTRACTOR SHALL SCHEDULE A PRE -CONSTRUCTION MEETING WITH THE CITY. b.INSTALL EROSION CONTROL MEASURES AND ROCK CONSTRUCTION ENTRANCE. c. CONTACT CITY FOR APPROVAL OF EROSION CONTROL INSTALLATION. d. CONSTRUCT TEMPORARY DRAINAGE DITCHES/SWALES/STORM SEWER TO DIVERT SURFACE RUNOFF TO TEMPORARY SEDIMENTATION PONDS. e. MAINTAIN EROSION MEASURE, I.E. SILT FENCE, ROCK CONSTRUCTION ENTRANCE. f. MAINTAIN ALL SEDIMENTATION PONDS. COMPLETE SITE GRADING TOLERANCING. g.INSTALL SEED AND MULCH ON AREAS THAT ARE NOT TO BE HARD SURFACES. 10. SLOPE PROTECTION AND EROSION CONTROL SHALL BE DONE IN ACCORDANCE WITH SECTION 02370 SLOPE PROTECTION, EROSION CONTROL AND STORM WATER POLLUTION PREVENTION PLAN OF THE PROJECT MANUAL. 11. ALL STORM SEWER INLETS AND FLARED END SECTIONS SHALL BE ADEQUATELY PROTECTED BEFORE AND AFTER PAVEMENT CONSTRUCTION UNTIL ALL DISTURBED AREAS ARE STABILIZED. CONTRACTOR SHALL PLACE MIRAFI FABRIC AND GRAVEL OVER ALL CATCH BASIN GRATE INLETS UNTIL PAVING SURFACES ARE PAVED AND THE LANDSCAPING IS COMPLETED. 12. STOCKPILE AREAS WHICH REMAIN ON THE SITE FOR MORE THAN SEVEN DAYS SHALL BE SEEDED, MULCHED, AND SURROUNDED BY SILT FENCE. 13. TEMPORARY AND PERMANENT SEDIMENTATION PONDS, AT LOCATION SELECTED BY OWNER, SHALL BE CONSTRUCTED WITH THE INITIAL GRADING. THE SEDIMENT MUST BE REMOVED FROM THE PONDS, AS NECESSARY, PRIOR TO COMPLETION OF THE PROJECT. 14.1310 LOGS SHALL BE INSTALLED AT PIPE INLETS AND OUTLETS UNTIL RIPRAP IS INSTALLED. PERMANENT ENERGY DISSIPATERS SHALL BE INSTALLED WITHIN 24 HOURS OF CONNECTION TO A SURFACE WATER. 15. EROSION AND SEDIMENT CONTROL PRACTICES MUST REMAIN IN PLACE UNTIL THE SITE SOILS HAVE BEEN PERMANENTLY STABILIZED AND SHALL BE REMOVED WITHIN 30 DAYS THEREAFTER. 16. ALL STOCKPILES OF SOIL OR OTHER MATERIALS SUBJECT TO EROSION BY WIND OR WATER SHALL BE COVERED, VEGETATED, ENCLOSED, FENCED ON THE DOWN GRADIENT SIDE OR OTHERWISE EFFECTIVELY PROTECTED FROM EROSION IN ACCORDANCE WITH THE AMOUNT OF TIME THE MATERIAL WILL BE ON SITE AND THE MANNER OF ITS PROPOSED USE. 17. LOCATION OF CONCRETE WASHOUT AND HAZARDOUS MATERIALS STORAGE SHALL BE DETERMINED PRIOR TO START OF CONSTRUCTION. THE SWPPP WILL BE UPDATED AND LOCATIONS ADDED AT THAT TIME. 18. TEMPORARY OR PERMANENT STABILIZATION SHALL BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION AND SHALL BE COMPLETED NOT LATER THAN SEVEN DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. INITIATED IMMEDIATELY MEANS TAKING AN ACTION TO COMMENCE STABILIZATION AS SOON AS PRACTICABLE, BUT NO LATER THAN THE END OF THE WORK DAY, FOLLOWING THE DAY WHEN THE EARTH -DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. INITIATED STABILIZATION IS DEFINED AS COMPLETING ONE (OR MORE) OF THE FOLLOWING: SOIL PREPARATION FOR VEGETATION, MULCHING (OR OTHER NON -VEGETATIVE BMP), SEEDING/PLANTING, OR SCHEDULING STABILIZATION MEASURES TO BE FULLY INSTALLED AND COMPLETED WIT N THE 7 DAY TIMEFRAME. 19. THE CONTRACTOR SHALL PROVIDE AND INSTALL A SWPPP MAILBOX (INCIDENTAL). 20. THE TEMPORARY EROSION AND SEDIMENT CONTROL BMPS IN THIS SWPPP HAVE BEEN DESIGNED TO MINIMIZE THE POTENTIAL OF SEDIMENTS DISCHARGING OFF-SITE FROM A 0.5 INCH RAINFALL WITHIN A 24 HOUR PERIOD. THE NOAA ATLAS 14 POINT PRECIPITATION FREQUENCY ESTIMATE FO THE PROJECT LOCATION WAS -EVIEWED AND USED FOR ANTICIPATED INSPECTION FREQUENCY, BMP DESIGN, AND ESTIMATING CONSTRUCTION ACTIVITIES IN THIS SWPPP. ATLAS 14 RESULTS DO NOT NECESSARILY REFLECT ANY DESIGN CRITERIA IN THE PERMANENT STORMWAT"ANAGEMENT SYSTEM. 0 LU 0 34 ti o 934: ST 1 C _ _ c�ll6 0 o N3 - 0) _ TC 934. 0 q.2 _ \�l � o I BIT 934. 0 _ I 0) ' % 1 935 - /TC 934.95 o� \ o, \ BIT 934.45 TC 935.40 3� NSTALL SILT FENCE AROUND \ BIT 934.90 ST \ - POND IMMEDIATELY UPON �' 35.00 COMPLETION OF GRADING 934.16 TC 935.1b \ /� 72. i ST -3 BIT 934.6Cp _ PROPOS ' _ N s S ' _ \ 0 FFE=935.5 \ TR17 z ' 933.12 HIS o I P 10 V 1 STS OCK CONSTRUCTION TRV K 011�T N� / o �NTRANCE �� 0 932.93 931o V3.60 30.22 - < / 935'00 932.44 °Hw- BTC _ \ J O F(JT0RE EXP \s w ANS/ONI ' - � 28 I - - _ .47 933.46 ST 6 w I�T- 5 �_ _ � a QLj Q 60 34.47 \ s '933.76 o a x933.94 _ .932 / o \� 930 E33 933 934.06 932.10 E \ 0 .9 2 0 C o 0 L D _ // , BOCK 2 � /� � 60 � �.931.7 GOVERNING SPECIFICATIONS: / ' N 1. THE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION" LATEST EDITION & SUPPLEMENTS. 2. CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD UTILITIES SPECIFICATIONS. (LATEST EDITION) 3. ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCE WILL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. 4. CITY OF HUGO STANDARD SPECIFICATIONS & DETAILS. PROPOSED IMPROVEMENT FOR: Western Spring Manufacturing HUGO, MINNESOTA (( 933.43 I \ \ EEE ERO�ION CONTROL QUANTITIES: g32_6b EA CL F- SITE RESTORATION = 0.43 AC DENOTES INLET PROTECTION 60 3 SILT FENCE = 1940 LF DENOTES ROCK CONSTRUCTION ENTRANCE o INLET PROTECTION = 12 EA , _1� 0 30 60 ROCK CONSTRUCTION ENTRANCE = 1 EA El DENOTES SILT FENCE 932.34 GRAPHIC SCALE IN FEET Linner-Morschen Architects 10100 Morgan Avenue S. Bloomington, MN 55431 PHONE: (952) 884-6455 FAX: (952) 884-0860 CAMPION N ENGINEERING SERVICES, INC. 0 Civil Engineering • Land Planning 1800 Pioneer Creek Center, P.O. Box 249 Maple Plain, MN 55359 Phone: 763-479-5172 Fax: 763-479-4242 E -Mail: mcompion@campioneng.com I hereby certify that this plan, specification or report has been prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the law,of the ate of Minnesota. 04/05/2017 Martin P. Campion -Lic. # 19901 Date: CAMPION JOB NO. 16-039 PROPOSED BY: CONSTRUCTION 7685 CORPORATE WAY EDEN PRAIRIE MN 952 937 8214 WWW.SHAWCONSTRUCT.COM SHEET TITLE: STORM WATER POLLUTION PREVENTION PLAN DATE: 03/15/2017 REVISION 04/06/2017 PER 04/03/2017 ENGINEERS MEMO DRAWN BY: KDK SHEET NO. 5M01 4" OR 6" PVC SCHEDULE 40 PIPE SHALL BE COMPLETELY -� ENTRENCHED AND SHALL HAVE CLASS "B" BEDDING WHERE DIRECTED BY THE ENGINEER TYPICAL SERVICE WHERE COVER OVER TOP OF SEWER IS 14' OR LESS 4" OR 6" PVC SCHEDULE 40 WYE ELEV TO BE SET BY THE ENGINEER PIPE SHALL BE COMPLETELY ENTRENCHED AND SHALL HAVE CLASS "B" BEDDING WHERE DIRECTED BY THE ENGINEER TYPICAL SERVICE WHERE COVER OVER TOP OF SEWER IS 14' OR MORE VALVE BOX SETTING TO BE 1/4"-3/8" BELOW PAVEMENT AND AT GRADE IN TURF AREAS VALVE BOX SHALL BE SET TO HAVE 6" ADJUSTMEN UP AND DOWN FROM FINIS GRAS AGGREGATE AND MnDOT 3733 TYPE 3 GEOTEXTILE FABRIC LINING DRAIN PIT AND ATTACHED TO TOP OF VALVE BOX FOOT PIECE 1-1/2" WASHED ROCK ALL AROUND MIN 1/3 C.Y. (MIN. 1 C.Y. IN IMPERVIOUS SOILS) D.I.P. WATERMAIN TIE R G 8"X13"x5" IVIM11InvLF- oLwr\ GATE VALVE ADAPTOR: 1/4" STEEL WITH PROTECTIVE COATING 3/4" RUBBER GASKET INSTALLED BETWEEN GATE VALVE AND ADAPTOR 1N _ SIDE VIEW _ j1 BONNET ADAPTOR NOTES: NOTES: FERNCO ADAPTER 1. ALL SERVICE CONNECTIONS INCLUDING NECESSARY OR APPROVED BENDS AND SPECIAL FITTINGS SHALL BE PAID FOR AT EQUAL FOR THE CONTRACT UNIT PRICE BID PER LINEAR FOOT OF DISSIMILAR PIPES 4" OR 6". NO ADDITIONAL COMPENSATION SHALL BE CROSS SLOPE WHEN SIDEWALK / ALLOWED FOR CONCRETE ENCASEMENT OR PIPE 3. VALVE BOXES SHALL BE INSTALLED PLUMB AND SHALL ALLOW A 4" P.V.C. PIPE BEDDING. TRAIL 0 2. ALL SERVICE CONNECTIONS SHALL TERMINATE AT THE 7777777 PVC WYE PROPERTY LINE OR AS SPECIFIED. 4. ALL VALVES SHALL BE TIED WITH 3/4" 3. SERVICE STUB SHALL BE PLUGGED AND MARKED WITH LUGS MAY A 4"x4" TIMBER PROTRUDING 3' OUT OF THE GROUND BE USED IN LIEU OF TIE RODS. AND PAINTED GREEN. CRETEX TYPE II WITH 4. CONSTRUCT 4" PVC SERVICES FOR RESIDENTIAL AND 5. THE INITIAL & FINAL RAISING OF VALVE 6" PVC SERVICES FOR COMMERCIAL LOTS. TO THE 5. WHERE SIDEWALK OR TRAILS ARE PLACED 1' FROM PROJECT. RIGHT OF WAY SANITARY SEWER SERVICES SHALL BE POLYETHYLENE EXTENDED 10' BEYOND RIGHT OF WAY. w Special Details Special Details SANITARY SEWER Dote: VALVE BOX G:\LOGOS\Hugo 2016.jpg RINGS MIN 4" - TYPICAL SERVICE (4" OR 6" 04-01-15 HU -SS -4 Revised: 04-01-15 INSTALLATION 01-20-17 HU -W-3 VALVE BOX SETTING TO BE 1/4"-3/8" BELOW PAVEMENT AND AT GRADE IN TURF AREAS VALVE BOX SHALL BE SET TO HAVE 6" ADJUSTMEN UP AND DOWN FROM FINIS GRAS AGGREGATE AND MnDOT 3733 TYPE 3 GEOTEXTILE FABRIC LINING DRAIN PIT AND ATTACHED TO TOP OF VALVE BOX FOOT PIECE 1-1/2" WASHED ROCK ALL AROUND MIN 1/3 C.Y. (MIN. 1 C.Y. IN IMPERVIOUS SOILS) D.I.P. WATERMAIN TIE R G 8"X13"x5" IVIM11InvLF- oLwr\ GATE VALVE ADAPTOR: 1/4" STEEL WITH PROTECTIVE COATING 3/4" RUBBER GASKET INSTALLED BETWEEN GATE VALVE AND ADAPTOR 1N _ SIDE VIEW _ j1 BONNET ADAPTOR NOTES: 27 " DIA. 1. GATE VALVES SHOULD BE USED ON 6" THROUGH 16" WATERMAIN. MIN. 0.7' BELOW TOP OF 2. VALVE BOX INSERTS ARE NOT ALLOWED UNLESS APPROVED BY THE ENGINEER. CROSS SLOPE WHEN SIDEWALK / ORIVEW VARIES 3. VALVE BOXES SHALL BE INSTALLED PLUMB AND SHALL ALLOW A 4" P.V.C. PIPE TO PASS TRAIL 0 ENTIRELY OVER THE GATE VALVE NUT AFTER INSTALLATION IS COMPLETE. 7777777 3/4" 4. ALL VALVES SHALL BE TIED WITH 3/4" THREADED TIE RODS TO THE MAIN. MEGA LUGS MAY M4HOLE COVER TO BE BE USED IN LIEU OF TIE RODS. BITUMINOUS 3" CRETEX TYPE II WITH 5. THE INITIAL & FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE NO SCALE PROJECT. POLYETHYLENE 16" w Special Details STREET PATCH 2' BY LENGTH OF VALVE BOX Date: RINGS MIN 4" - G:\LOGOS\Hugo 2016.jpg (MATCH EXISTING THICKNESS) 04-01-15 INSTALLATION STANDARD OFFSET HU -W-3 Revised: CONE SECTION 01-20-17 (STEPS NOT SHOWN Ld GROUTING BETWEEN 8 � PIPE AND MANHOLE 8" BARREL SHALL BE 4'-0" WITH NON - SHRINKING CEMENT. 48"-72" 48"-72" VOIDS FILLED USE R-2 TYPE WITH CONCRETE ONFINED 0 -RING BRICK OR BLOCK GASKET JOINTS GROUT ONLY. GROUT FOR ALL w MANHOLE JOINTS I 1r_ VAR. > DIRECTION OF FLOW_ 1 /2 DIA. OF PIPE DIRECTION 6" PRECAST OR OF FLOW 8" POURED BASE NO SCALE NOTES: 1. MANHOLE STEPS SHALL BE CAST ALUMINUM OR MA INDUSTRY WITH VINYL COATING OR APPROVED EQUIVALENT AND SHALL BE LOCATED ON THE DOWN STREAM SIDE OF THE MANHOLE 2. STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN STREAM 3. MANHOLE COVER SHALL BE CAST WITH THE WORDS "STORM SEWER" 4. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT Special Details STANDARD MANHOLE FOR Dote: G: \LOGOS\Hugo 2016.jpg 04-01-15 STORM DRAIN Revised: HU -STM -1 01-20-17 CENTER STRUCTURE TO BACK OF CURB CURB INLET FRAME AND CURB BOX NEENAH NO. R -3250A WITH VANE GRATE. INSTALL EXTERNAL MANHOLE CHIMNEY SEAL MANUFACTURED BY INFISHIELD OR APPROVED EQUAL. CONCRETE CATCH BASIN WALL AND BASE TO BE CRETEX -� TYPE 433B OR APPROVED EQUIVALENT GROUT VOIDS FILLED WITH CONCRETE BRICK OR BLOCK ONLY PLAN 27 " DIA. FLOW LINE SHALL BE MIN. 0.7' BELOW TOP OF NEENAH R-1642 FRAME CURB CROSS SLOPE WHEN SIDEWALK / ORIVEW VARIES POLYEHTYLENE AND TYPE B SELF SEALING TRAIL 0 INFI-SHEILD OR APPROVED 7777777 3/4" LID WITH 2 CONCEALED PICK HOLES. M4HOLE COVER TO BE EQUIVALENT BITUMINOUS 3" CRETEX TYPE II WITH 27" DIA. ROUND THICKNESS TYPICAL OPENING POLYETHYLENE 16" w (PE) ADJUSTING STREET PATCH 2' BY LENGTH OF TYPICAL RINGS MIN 4" - (MATCH EXISTING THICKNESS) MAX 12". 1z 4'-0" STANDARD OFFSET CONE SECTION (STEPS NOT SHOWN INTENTIONALLY) ECCENTRIC REDUCERS TO BE USED FOR 60" 1'-4" & 72 BARRELS Ir- Ld GROUTING BETWEEN 8 � PIPE AND MANHOLE 8" BARREL SHALL BE 4'-0" WITH NON - SHRINKING CEMENT. 48"-72" 48"-72" VOIDS FILLED USE R-2 TYPE WITH CONCRETE ONFINED 0 -RING BRICK OR BLOCK GASKET JOINTS GROUT ONLY. GROUT FOR ALL w MANHOLE JOINTS I 1r_ VAR. > DIRECTION OF FLOW_ 1 /2 DIA. OF PIPE DIRECTION 6" PRECAST OR OF FLOW 8" POURED BASE NO SCALE NOTES: 1. MANHOLE STEPS SHALL BE CAST ALUMINUM OR MA INDUSTRY WITH VINYL COATING OR APPROVED EQUIVALENT AND SHALL BE LOCATED ON THE DOWN STREAM SIDE OF THE MANHOLE 2. STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN STREAM 3. MANHOLE COVER SHALL BE CAST WITH THE WORDS "STORM SEWER" 4. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT Special Details STANDARD MANHOLE FOR Dote: G: \LOGOS\Hugo 2016.jpg 04-01-15 STORM DRAIN Revised: HU -STM -1 01-20-17 CENTER STRUCTURE TO BACK OF CURB CURB INLET FRAME AND CURB BOX NEENAH NO. R -3250A WITH VANE GRATE. INSTALL EXTERNAL MANHOLE CHIMNEY SEAL MANUFACTURED BY INFISHIELD OR APPROVED EQUAL. CONCRETE CATCH BASIN WALL AND BASE TO BE CRETEX -� TYPE 433B OR APPROVED EQUIVALENT GROUT VOIDS FILLED WITH CONCRETE BRICK OR BLOCK ONLY PLAN FLOW LINE SHALL BE MIN. 0.7' BELOW TOP OF 12" CURB CROSS SLOPE WHEN SIDEWALK / ORIVEW VARIES POLYEHTYLENE MAX 12" TRAIL 0 (PE) ADJUSTING �~ 2' MIN. 3/4" RINGS MIN" - M4HOLE COVER TO BE BITUMINOUS 3" CRETEX TYPE II WITH 27" DIA. ROUND THICKNESS TYPICAL OPENING CLASS 5 100% - 48" - 72" w <� a SECTION A -A 6" PRECAST OR 8" POURED BASE NOTES: 1. REINFORCING TO CONSIST OF #4 BARS ® 8" O.C. BOTH WAYS 2. MANHOLE STEPS SHALL BE CAST ALUMINUM OR MA INDUSTRY WITH VINYL COATING OR APPROVED EQUIVALENT AND SHALL BE LOCATED @ 16" O.C. PARALLEL WITH THE CURB 3. GROUT BOTTOM TO DRAIN TO CENTER 4. PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED 5. ADJUSTING RINGS SHALL HAVE MORTAR JOINTS - PLASTER OUTSIDE, STRIKE CLEAN INSIDE 6. WIMCO OR APPROVED EQUAL INLET PROTECTION SHALL BE MAINTAINED AND KEPT IN GOOD SHAPE UNTIL WEAR COURSE IS PAVED NO SCALE Special Details CATCH BASIN MANHOLE Dote: G: \LOGOS\Hugo 2016.jpg 04-01-15 WITHOUT SUMP Revised: HU -STM -4A 01-20-17 16" GA. GALVANIZED STEEL STRAP (1) 1" EYE BOLT WITH (2) WASHERS EACH PLAN TYP. ELEVATION NOTES: 1. ENTIRE TRASH GUARD ASSEMBLY TO BE HOT-DIP=GALVANIZED AFTER FABRICATION. 2. SIZE OF TRASH GUARD VARIABLE DEPENDENT ON SIZE OF FLARED END SECTION. 3. PLACE TRASH GUARDS ON APRONS 18" AND LARGER, UNLESS OTHERWISE NOTED. IG:\LOGOS\Hugo 2016.jpg TRASH GUARD FORSTORM SEWER APRONS TRANSVERSE & LONGITUDINAL BARS - 5/8" FOR 24" APRON & SMALLER, 3/4" FOR 27" APRON & LARGER WELD EACH INTERSECTION 6" MIN. 12" MAX. (LESS THAN 6", USE 1 BAR CENTERED ON OPENING Special Details Dote: 04-01-15 Revised: H U - STM - 7 01-20-17 1. ALL CONCRETE MATCH POINTS SHALL BE SAW CUT AND HAVE EXPANSION PAD UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER 2. BITUMINOUS DRIVEWAYS SHALL BE A MINIMUM THICKNESS OF 4"COMPACTED, 2" OF WHICH WILL BE WEARING COURSE MATERIAL. BITUMINOUS TACK COAT SHALL BE APPLIED BETWEEN LIFTS UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. 3. ALL BITUMINOUS MATCH POINTS SHALL BE SAW CUT OR MILLED AND TACKED PRIOR TO PATCHING. ON ROADS WERE BITUMINOUS IS 3" THICK OR GREATER THE TOP 1.5" SHALL BE MILLED A MINIMUM OF 18" BEYOND THE SAW CUT AS A MATCH POINT. 4. GRAVEL AND BITUMINOUS IN ROADWAY AREA SHALL BE REPAIRED TO A LIKE NEW CONDITION MATCHING EXISTING THICKNESS. 5. BITUMINOUS PATCH WORK DONE PRIOR TO JUNE 1ST AND AFTER SEPTEMBER 30TH SHALL BE HEATED WITH A RADIANT HEATER TO SEAL THE EDGES. 6. ALL DRIVEWAYS WITH A GRADER GREATER THEN 10%%% MUST OBTAIN CITY ENGINEER APPROVAL. 7. ALL DRIVEWAYS MUST MEET CITY CODE FOR LOT COVERAGE AREA. 8. NO DRIVEWAY SHALL BE WITHIN 40' OF A STREET END RADIUS UNLESS WRITTEN APPROVAL IS OBTAINED FROM THE CITY ENGINEER. 9. WHERE SIDEWALKS / TRAILS EXISTS OR ARE PROPOSED, THE DRIVEWAY SHALL EXTEND THROUGH THE SIDEWALK / TRAIL AREA WITH PEDESTRIAN CURB OPENINGS PLACED (SEE STANDARD PLATE NO. HU-STR-4). A MAXIMUM 2%%% CROSS SLOPE ON SIDEWALK / TRAIL AREAS CROSSING THROUGH DRIVEWAYS. 10. CONTRACTOR TO CALL CITY ENGINEERING DEPARTMENT (651) 762-6316 PRIOR TO CONSTRUCTION. I�BITUMINOUS DRAREAAY --�.I CURB RADIUS 25' FELT EXPANSION / \ PAD OF DRIVEWAY ALONG D OPENING. 24" MIN SAW CUT EXISTING BITUMINOUS 18" MIN. MILLED AREA RADIANT HEAT PATCH AREA ON ALL PATCHES PLACED PRIOR TO JUNE 1ST OR AFTER SEPTEMBER 30TH BACK OF CURB TYPICAL FELT EXPANSION PAD CONCRETE CURB & T AY SLOPE GUTTER I} CROSS SLOPE WHEN SIDEWALK / ORIVEW VARIES w MAX 12" TRAIL 0 >� �~ 2' MIN. 3/4" a >: b ;. „' _ •' ° o; 4 • I ID BITUMINOUS 3" ". ? • o b '. ' : < „ THICKNESS TYPICAL CLASS 5 100% CRUSHED 6" THICKNESS STREET PATCH 2' BY LENGTH OF TYPICAL CURBING REMOVED AND REPLACED (MATCH EXISTING THICKNESS) Special Details COMMERCIAL/MULTI FAMILY Dote: G: \LOGOS\Hugo 2016.jpg 04-01-15 BITUMINOUS DRIVEWAY DETAIL Revised: HU-STR-8A 01-20-17 CENTER STRUCTURE TO BACK OF CURB CURB INLET FRAME AND CURB BOX NEENAH NO. R -3067V WITH VANE GRATE. INSTALL EXTERNAL MANHOLE CHIMNEY SEAL MANUFACTURED BY INFISHIELD OR APPROVED EQUAL. 5" A 31" I I 24 I I 12" PLAN 24" FLOW LINE SHALL BE MIN. 0.7' BELOW TOP OF CURB 6" POLYEHTYLENE (PE) ADJUSTING T I} RINGS MIN" - w MAX 12" >� Q 6" PRECAST OR 8" POURED BASE VOIDS FILLED WITH CONCRETE BRICK OR BLOCK ONLY SECTION A -A NOTES: 1. REINFORCING TO CONSIST OF #4 BARS ® 8" O.C. BOTH WAYS 2. GROUT BOTTOM TO DRAIN TO CENTER 3. PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED 4. ADJUSTING RINGS SHALL HAVE MORTAR JOINTS - PLASTER OUTSIDE, STRIKE CLEAN INSIDE 5. WIMCO OR APPROVED EQUAL INLET PROTECTION SHALL BE MAINTAINED AND KEPT IN GOOD SHAPE UNTIL WEAR COURSE IS PAVED 6. DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS NO SCALE Special Details Dote: 04-01-15 Revised: 01-20-17 H U - STM - G: \LOGOS\Hugo 2016.jpg 0.5' STANDARD CATCH BASIN WITHOUT SUMP PROPERTY LINE 10' 0.5' 2" 2360 TYPE 41 BITUMINOUS, 41 WEA50055 (PG58-28) WEAR COURSE 6" CLASS 5 AGGREGATE 100% CRUSHED LIMESTONE QUARRY OR RECYCLED EQUAL (MnDOT 3138) GEOTEXTILE FABRIC FOR ROOT CONTROL TO BE PLACED UNDER CLASS 5 AGGREGATE GEOTEXTILE FABRIC TO BE BIOBARRIER OR APPROVED EQUAL NOTE: THE FINAL WEAR COARSE LIFT SHOULD BE PLACED UPON 90-95% COMPLETION OF ALL HOME CONSTRUCTION. BIKE PATH TYPICAL SECTION PROPERTY LINE 0.5 5' 0.5' SLOPE 1/4" PER FOOT TO LAN *4" CONCRETE (3A32) 4" FINE FILTERED AGGREGATE (MnDOT 3149) OR CLASS 4 AGGREGATE 100% CRUSHED LIMESTONE QUARRY OR RECYCLED EQUAL (MnDOT 3138) *NOTE: 6" THICK SIDEWALK IS REQUIRED THROUGH DRIVEWAY AREAS. SIDEWALK TYPICAL SECTION Special Details G: \LOGOS\Hugo 2016.jpg BIKE PATH AND Dote: 04-01-15 SIDEWALK TYPICAL SECTIONS HU-STR-9 Revised: 01-20-17 PROPOSED IMPROVEMENT FOR: Western Spring Manufacturing HUGO, MINNESOTA Linner-Morschen Architects 10100 Morgan Avenue S. Bloomington, MN 55431 a PHONE: (952) 884-6455 -EZ' FAX: (952)884-0860 CAMPION N ENGINEERING SERVICES, INC. Civil Engineering • Land Planning 1800 Pioneer Creek Center, P.O. Box 249 Maple Plain, MN 55359 Phone: 763-479-5172 Fax: 763-479-4242 E -Mail: mcompion@campioneng.com I hereby certify that this plan, specification or report has been prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the law of the ate of Minnesota. 04/05 2017 Martin P. Campion -Lic. # 19901 Date: CAMPION JOB NO. 16-039 PROPOSED BY: CONSTRUCTION 7685 CORPORATE WAY EDEN PRAIRIE MN 952 937 8214 WWW.SHAWCONSTRUCT.COM DETAILS DATE: 03/15/2017 REVISION 04/06/2017 PER 04/03/2017 ENGINEERS MEMO DRAWN BY: KDK SHEET NO. C 6.01 PLAN CENTER STRUCTURE FLOW LINE SHALL BE TO BACK OF CURB MIN. 0.7' BELOW TOP OF 12" CURB CURB INLET FRAME AND POLYEHTYLENE CURB BOX NEENAH NO. (PE) ADJUSTING R -3067V WITH VANE RINGS MIN" - GRATE. t0hHOLE COVER TO BE INSTALL EXTERNAL MANHOLE CRETEX TYPE II WITH CHIMNEY SEAL 24" x 38" SQUARE MANUFACTURED BY OPENING INFISHIELD OR APPROVED EQUAL. 24" �I 48" - 72" N w CONCRETE CATCH BASIN WALL AND BASE TO BE CRETEX TYPE 433B OR APPROVED EQUIVALENT VOIDS FILLED WITH CONCRETE BRICK OR BLOCK ONLY GROUT ;:• 136" SUMP SECTION A -A NOTES: 1. REINFORCING TO CONSIST OF #4 BARS @ 8" O.C. BOTH WAYS 2. GROUT BOTTOM TO DRAIN TO CENTER 3. PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED 4. ADJUSTING RINGS SHALL HAVE MORTAR JOINTS - PLASTER OUTSIDE, STRIKE CLEAN INSIDE 5. WIMCO OR APPROVED EQUAL INLET PROTECTION SHALL BE MAINTAINED AND KEPT IN GOOD SHAPE UNTIL WEAR COURSE IS PAVED 6. DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS 6" PRECAST OR 8" POURED BASE NO SCALE 3" 8"''---j 3' 8" DESIRED MINIMUM 3' 8"'� 3' 8" o OUTER LIMITS OF CONCRETE WALK 4. 0.. II 4, 0" 4, 0" II 4, MIN r� 4 0 MIN MIN 4 0 MIN FRONT FACE 5 8 5 8 5' 8" OF CURB 0 0 BACK OF CURB5 . 6" 2' 0"T ; s'tL 2' 0" aa� 6 °s:� E 6' 3" (6" CURB) 4 4' 2" (4" CURB) 4' 0" MI 6 6' 3" (6" CURB) 6' 3" (6" CURB 4' 0" 6' 3" (6" CURB) VAR. WIDTH CURB 4 4' 2" (4" CURB) 4' 2" (4" CURB) MIN 4' 2" (4" CURB) A� A� ;" (0.2" �- PLAN VIEW OF DIAGONAL RAMP PLAN VIEW OF PERPENDICULAR RAMP CURB OR 5' 4" (6" CURB) X=4' 0" DESIREABLE DOME SECTIOP CURB & 3' 4" (4" CURB) GUTTER � -,--- - 1 2 DOME 0.02 FT/FT MAX.O2 (TYP.)„ (TYP.) TYP. 0.08 FT FT OR FLATTER 3 0 0 0 0 0 0 0 0 1 / O 1 -2 1" 000000000 2' 0' SECTION A -A 00000000 TO 000000000 ROUND ALL (TYP.O°0000000 "MIN. SLOPED IF THE PATH OF TRAVEL 'X' IS 4FT, OR GREATER, INTERSECTIONS 0.10 TO 0.08 FT./FT. SLOPE FOR THE FLARED SIDE." MIN. IF 'X' IS LESS THAN 4 FT, THEN THE FLARED SIDE SLOPE DOME SPACING SLOPE) 4' 0" 6 4'2" (6" CURB & 0.08 FT/FT SLOPE) (4" CURB & 0.08 FT/FT 4.2.. NOTES: SLOPE) ELEVATION OF RAMP (4" CURB & 0.08 FT/FT SLOPE) TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA), ALL STATE AND LOCAL AGENCIES ARE REQUIRED TO COMPLY WITH THIS STANDARD DETAIL PLATE. THE CURB AND CURB TRANSITION ON THE RAMP WILL BE PAID FOR AS LINEAR FEET OF CONCRETE CURB OR CONCRETE CURB AND GUTTER. THE RAMP AREA WILL BE PAID FOR AS CONCRETE WALK EXCLUDING THE TRUNCATED DOME AREA WHICH WILL BE PAID FOR AS TRUNCATED DOMES BY THE SQUARE FOOT. BIKE TRAILS SHALL HAVE TRUNCATED DOMES ACROSS THE ENTIRE WIDTH OF TRAIL WHEN THE TRAIL CROSSES A ROAD. DOMES ARE NOT TO BE USED ON SIDEWALKS OR TRAILS WHEN CROSSING ALLEYS OR DRIVEWAYS. 1/2 INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213. WHEN POSSIBLE, PROVIDE A CLEAR PATH OF TRAVEL 4' 0" WIDE BEHIND THE PEDESTRIAN RAMP. A RELATIVELY FLA 4' X 4' LANDING WILL ALLOW WHEELCHAIRS TO NAVIGATE AROUND THE PEDESTRIAN RAMP. NO SIGNALS, SIGNS, CABINETS, OR OTHER OBSTRUCTIONS ARE ALLOWED IN THE RAMP OR PATH OF TRAVEL. 3) WHEN A MEDIAN IS NOT WIDE ENOUGH FOR TWO PEDESTRIAN RAMPS AND A 48" LANDING BETWEEN THEM, THE PEDESTRIAN CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEVEL. D PLACE THE DETECTABLE WARNINGS (TRUNCATED DOMES) AT THE BACK OF CURB. WHEN THE DETECTABLE WARNING SYSTEM IS A PRECAST MATERIAL, THE CURB SHALL BE HAND FORMED TO FILL THE GAP. O ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2' 0" MIN. IN DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH (3' 0" OR 4' 0" TYP.) OF THE CURB RAMP. THIS 2' 0" BY 3' 0" OR 4' 0" WIDTH (TYP.) TRUNCATED DOME AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING SURFACE. TRUNCATED DOMES SHALL BE CAST IRON POWDER COATED A LIGHT COLOR (GRAY TYPICALLY) WHEN THE ADJACENT SIDEWALK IS DARK COLOR. TRUNCATED DOMES SHALL BE CAST IRON POWDER COATED A DARK COLOR (RED TYPICALLY) WHEN THE ADJACENT SIDEWALK IS A LIGHT GRA' CEMENT COLOR. 4' 0" MIN. FOR NEW CONSRUCTION. 3' 0" ALLOWED TO STAY IN PLACE FOR RETROFIT PROJECTS. IN SITUATIONS WHERE Special Details G: \LOGOS\Hugo 2016.jpg PEDESTRIAN Date: 04-01-15 CURB RAMP HU -ST -3 Revised: 01-20-17 LTER ASSEMBL RB BOX URB NOTES: 1. THE ROAD DRAIN -CURB & GUTTER MODEL CONSISTS OF A REUSABLE OPEN TOPPED RECEPTACLE THAT SETS INSIDE THE STORM SEWER GRATE. AN INCORPORATION REAR DEFLECTOR PLATE IS CONNECTED TO THE RECEPTACLE DIRECTING THE WATER INTO THE BASIN FOR FILTRATION. 2. THE ROAD DRAIN -CURB & GUTTER MODEL HAS A REPLACEABLE FILTER CARTRIDGE. 3. THE FILTER MEDIA SHALL MEET ALL LOCAL SPECIFICATIONS FOR INLET PROTECTION. MAINTENANCE: 1. CHECK FILTER MEDIA AFTER EACH RAIN EVENT. CLEAN OR REPLACE IF SEDIMENT CLOGS FILTER. 2. REMOVE SEDIMENT AND DEBRIS FROM THE RECEPTACLE AFTER EACH RAIN EVENT. 2" WASHED COARSE AGGREGATE 6" MIN. DEPTH NOTES: 1. CRUSHED CONCRETE IS NOT ALLOWED 2. CONSTRUCTION ENTRANCE SHALL BE A MINIMUM OF 24' X 50' 3. GEOTEXTILE FABRIC REQUIRED UNDERNEATH COARSE AGGREGATE 4. MAINTENANCE IS INCIDENTAL S0, Fc2FYIN, OR FN6;AJ_ INSTALLATION POST FILTER FABRIC 1) SET POSTS AND EXCAVATE A 6"X6" TRENCH UPSLOPE ALONG THE LINE OF THE POSTS 3)ATTACH THE FILTER FABRIC TO THE WIRE FENCING AND THE TRENCH 111110111116i =11111=1111111111 =11111 11111 -19 11111 BOTTOM OF DRAINAGE WAY C A J ILL WIRE FENCING 2)STAPLE THE WIRE MESH FENCING TO EACH POST uiu-uui�-uui=um= =uiu uui uiii uiii 4) BACKFILL THE TRENCH AND COMPACT THE COMPACTED EXCAVATED BACKFILL SOIL MAINTENANCE 1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USEABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY 1/3 THE A ELEVATION: POINTS "A" SHOULD NO SCALE BE HIGHER THAN POINTS "B" HEIGHT OF THE BARRIER. 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED. 5. WETLANDS ARE TO BE PROTECTED BY TWO ROWS OF H.D. SILT FENCE. DOUBLE H.D. SILT FENCE IS REQUIRED AROUND WATER BODIES, STEEP SLOPES, AND HIGHLY ERODIBLE SOILS. PROPOSED IMPROVEMENT FOR: Western Spring Manufacturing HUGO, MINNESOTA Linner-Morschen Architects 10100 Morgan Avenue S. Bloomington, MN 55431 PHONE: (952) 884-6455 FAX: (952) 884-0860 CAMPION N ENGINEERING SERVICES, INC. 0 Civil Engineering • Land Planning 1800 Pioneer Creek Center, P.O. Box 249 Maple Plain, MN 55359 Phone: 763-479-5172 Fax: 763-479-4242 E -Mail: mcompion@campioneng.com I hereby certify that this plan, specification or report has been prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the law of the ate of Minnesota. 04/05/2017 Martin P. Campion -Llc. # 19901 Date: CAMPION JOB NO. 16-039 PROPOSED BY: 6yiI:I:kmgkgq CONSTRUCTION 7685 CORPORATE WAY EDEN PRAIRIE MN 952 937 8214 WWW.SHAWCONSTRUCT.COM DETAILS Special Details Special Details Special Details Special Details DATE: 03/15/2017 REVISION Date: Date: Date: Date: 04/06/2017 PER 04/03/2017 CATCH BASIN MANHOLE 04-01-15 WIMCO CURB & GUTTER 04-01-15 ROCK CONSTRUCTION 04_01_15 PLACEMENT AND CONSTRUCTION 04-01-15 G:\LOGOS\Hugo 2016.jpg WITH 3' SUMP G'\LOGOS\Hugo 2016.jpg INLET PROTECTION CG23 G:\LOGOS\Hugo 2016.jpg ENTRANCE LG:S\Hugo 2016.jpg OF A SILT FENCE ENGINEERS MEMO Revised: H U -STM - 4 � ) Revised: H U- E C- 4 Revised: H U- E C -1 Revised, H U- E C- 2 01-20-17 01-20-17 01-20-17 01-20-17 DRAWN BY: KDK SHEET NO. C 6.02 DESIGN B 1-1/2" R. ( USE 1" R. FOR 4" CURB) . v . I G' DESIGN V Ln DESIGN S I, R' CONCRETE DESIGN CURB HEIGHT CU. YDS. LIN. FT. NO. H PER PER S5 0.0364 LIN. FT. CU. YD. V4 4" 0.0247 40.5 V6 6" 0.0277 36.1 VS 1 8" 1 0.0308 1 32.5 V9 1 9" 1 0.0323 1 31.0 V10 10" 0.0338 !%;"�:.'.=%,; • ' = CONCRETE • ',' A ; ;'. % CURB CURB DESIGNWIDTH HEIGHT CU. YDS. LIN. FT. N0. A H PER PER ° LIN. FT. CU. YD. B4 7-3/8" 4" 0.0294 34.0 B6 8" 6" 1 0.0352 28.4 88 8-5/8" 8" 0.0414 24.2 I B9 1911 1 9" 1 0.0449 22.3 �. v.'�y i • °•I B10 9-3/8" 10" 1 0.0485 1 20.6 I DESIGN B 1-1/2" R. ( USE 1" R. FOR 4" CURB) . v . I G' DESIGN V Ln DESIGN S DESIGN CONCRETE CONCRETE DESIGN CURB HEIGHT CU. YDS. LIN. FT. NO. H PER PER S5 0.0364 LIN. FT. CU. YD. V4 4" 0.0247 40.5 V6 6" 0.0277 36.1 VS 1 8" 1 0.0308 1 32.5 V9 1 9" 1 0.0323 1 31.0 V10 10" 0.0338 29.6 DESIGN CONCRETE CU. YDS. LIN. FT. N0. PER PER LIN. FT. CU. YD. S5 0.0364 27.5 NOTE: ALL CURB SLOPE MEASUREMENTS ARE IN RELATION TO ADJACENT PAVEMENT SLOPE. APPROVED JULY 25,2011 STATE OF MINNESOTA SPECIFICATION STANDARD - - - - - - - DEPARTMENT OF TRANSPORTATION REFERENCE PLATE NO. CONCRETE CURB 2531 7020K STATE DESIGN ENGINE DESIGN B, DESIGN V. DESIGN S. DESIGN DR AND DESIGN BR 1 OF 2 932.40 3.0' 93 EOF DETAIL 3.0' 932.40 .5" SPWEA240B WEAR COURSE PER IN/DOT 2360 .0" SPNWB230B BASE COURSE PER IN/DOT 2360 " CLASS 5 AGGREGATE BASE 100% CRUSHED PER MN/DOT 3138 NOTES: 1. CLASS V AGGREGATE BASE TO EXTEND 1.0 FEET BEHIND BACK OF CURB 2. SOILS SPECIFICATIONS SUPERSEDE ABOVE LISTED SPECIFICATIONS LIGHT DUTY BITUMINOUS PAVEMENT SECTION " SPWEA240B WEAR COURSE PER MN/DOT 360 SPNWB230B BASE COURSE PER IN/DOT 2360 1" CLASS 5 AGGREGATE BASE 100% CRUSHED PER MN/DOT 3138 NOTES: 1. CLASS V AGGREGATE BASE TO EXTEND 1.0 FEET BEHIND BACK OF CURB 2. SOILS SPECIFICATIONS SUPERSEDE ABOVE LISTED SPECIFICATIONS HEAVY DUTY BITUMINOUS PAVEMENT SECTION 5/16" X 3 1/2" STAINLESS STEEL BOLT 5/16" LOCK NUT (SIGN POST TO ANCHOR POST) GROUND LINE PRE -PUNCHED SQUARE TUBE SIGN POST 2" X 2" X 12' X 12GA. THE SIGN POST SHALL BE NESTED INTO THE ANCHOR ASSEMBLY AS FAR AS POSSIBLE TO INSURE MAXIMUM STABILITY OF SIGN POST. THIS MAY REQUIRE THE REMOVAL OF SEVERAL INCHES OF SOIL BY HAND FROM THE ANCHOR BASE ASSEMBLY. -2 1/2" X 2 1/2" X 18" SLEEVE PREPUNCHED SQUARE TUBE ANCHOR ASSEMBLY , 2-1/4" X 2-1/4" X 4' X 12GA. e e m o ADA HANDICAP PARKING SIGN POST DETAIL 28" R 12" R 16" - 68" R 1 /2" N \ N a ° 17 1/2" 28" as 7" BASE TOP OF BITUMINOUS MAT MODIFIED 'S' DESIGN SURMOUNTABLE CURB 8c GUTTER w J H O a a - U of N W_ z Q U_ O w J M Q DIA. OR SPAN m Q Iff�_ 1 S DIRECTED BY THE ENGI%`ER Q a- 2' G: \LOGOS\Hugo 2016.jpg Q 1< z U_ O F- E U M w Q LL Ld _J X UjUj O w c� o a d K N < O wa_ (n y Li a =Ea 0 oowol r N w Q O w6<0 OW=aWor, 9 Od� 4iW W >>. S CO, V N W m ZLU W 0 W o z J -0�o 82 WWN o0zcW=ito Uj am�wo� a�W ma' Xw oW o=WUEa w wP w O oFr O -N M 4 z . 11 . . . ........ .... r r Iil r � r G: \LOGOS\Hugo 2016.jpg Q 1< z U_ O F- E U M w Q LL Ld _J X UjUj O w c� o a d K N < O wa_ (n y Li a =Ea 0 oowol r N w Q O w6<0 OW=aWor, 9 Od� 4iW W >>. S CO, V N W m ZLU W 0 W o z J -0�o 82 WWN o0zcW=ito Uj am�wo� a�W ma' Xw oW o=WUEa w wP w O oFr O -N M 4 z RIPRAP D ETAI L Special Details Docs: 03-01-10 Revised: WY -SD -6 PROPOSED IMPROVEMENT FOR: Western Spring Manufacturing HUGO, MINNESOTA Linner-Morschen Architects 10100 Morgan Avenue S. Bloomington, MN 55431 PHONE: (952) 884-6455 FAX: (952) 884-0860 CAMPION N ENGINEERING SERVICES, INC. 0 Civil Engineering • Land Planning 1800 Pioneer Creek Center, P.O. Box 249 Maple Plain, MN 55359 Phone: 763-479-5172 Fax: 763-479-4242 E -Mail: mcompion@campioneng.com I hereby certify that this plan, specification or report has been prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the Iaw2 of the ate of Minnesota. 04/05 2017 Martin P. Campion -Lic. # 19901 Date: CAMPION JOB NO. 16-039 PROPOSED BY: CONSTRUCTION 7685 CORPORATE WAY EDEN PRAIRIE MN 952 937 8214 WWW.SHAWCONSTRUCT.COM DETAILS DATE: 03/15/2017 04/06/2017 DRAWN BY: KDK SHEET NO. REVISION PER 04/03/2017 ENGINEERS MEMO 6.03 r � r RIPRAP D ETAI L Special Details Docs: 03-01-10 Revised: WY -SD -6 PROPOSED IMPROVEMENT FOR: Western Spring Manufacturing HUGO, MINNESOTA Linner-Morschen Architects 10100 Morgan Avenue S. Bloomington, MN 55431 PHONE: (952) 884-6455 FAX: (952) 884-0860 CAMPION N ENGINEERING SERVICES, INC. 0 Civil Engineering • Land Planning 1800 Pioneer Creek Center, P.O. Box 249 Maple Plain, MN 55359 Phone: 763-479-5172 Fax: 763-479-4242 E -Mail: mcompion@campioneng.com I hereby certify that this plan, specification or report has been prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the Iaw2 of the ate of Minnesota. 04/05 2017 Martin P. Campion -Lic. # 19901 Date: CAMPION JOB NO. 16-039 PROPOSED BY: CONSTRUCTION 7685 CORPORATE WAY EDEN PRAIRIE MN 952 937 8214 WWW.SHAWCONSTRUCT.COM DETAILS DATE: 03/15/2017 04/06/2017 DRAWN BY: KDK SHEET NO. REVISION PER 04/03/2017 ENGINEERS MEMO 6.03 806.99 ° •.-.•-••-••-..-••-•.-••-.•-••-®.-•.-•.-®.-..-®.-•.-. •-•.-•.-..-••-•.--•-• • - - -I- - - , - - - T - - - T - - -I- - - , - - - T - - - T - - -I- - - , - - - T - - - T - - -I- - - , - - - T - - - T - - -I- - - - - - T - - -I- - - T - - - T - - - T - - -I- - - T - - - T - - - T - - -I- 5 FUTURE 15 12 FUTURE �, p N SITE / ROOF SC SALE: 1" = 30'-0" PLAN (I CODE REVIEW BASED ON 2015 MSBC (IBC 2012) I OCCUPANCY TYPE: F2 LOW HAZARD FACTORY INDUSTRIAL S2 LOW HAZARD STORAGE B OFFICE CONSTRUCTION TYPE: IS SPRINKLED: YES BUILDING AREA: 36,854 SF (FOOTPRINT) ALLOWABLE AREA: 23,000 SF AUTOMATIC SPRINKLER INCREASE: 300% = 69,000 SF ALLOWABLE STORIES: 3 PLUS MEZZANINE OCCUPANT LOAD : OFFICE: 3,014 SF @ 100 SF/OCC. = 30.14 OCCS. 1 EXIT REQUIRED,- 1 EXIT PROVIDED MANUFACTURING: 22,880 SF @ 200 SF/OCC. = 114.4 OCCS. 2 EXITS REQUIRED,- 4 EXITS PROVIDED TD = 40OFT WAREHOUSE: 10,960 SF @ 500 SF/OCC. = 21.92 OCCS. MEZZANINE (WHSE) : 2,960 SF @ 500 SF/OCC. = 5.92 OCCS. 2 EXIT STAIRS REQUIRED PER TABLE 1014.3; 2 EXIT STAIRS PROVIDED TOTAL OCCUPANT LOAD: 39,814 SF 172.38 = 173 TOTAL OCCS. PARKING STALLS REQUIRED: OFFICE: 3,014 SF / 200 = 15 +3 = 18 STALLS WAREHOUSE: 10,960 SF / 1500 = 7 STALLS MANUFACTURING: 22,880 SF / 500 = 46 + 8 = 54 STALLS MEZZANINE: 2,960 SF / 1500 = 2 STALLS TOTAL PARKING STALLS REQUIRED: 81 STALLS HANDICAP SPACES REQUIRED: 4 SPACES MINUMUM PLUMBING FIXTURE REQUIREMENTS OFFICE WC: 1 :25 FOR FIRST 50 OCCS. MALE & FEMALE 30.14 OCCS. / 2 = 15.07 MALE & 15.07 FEMALE OCCS. 15.07 / 25 = .60 WC REQUIRED MALE & FEMALE OFFICE LAV: 29 PARKING STALLS SHOWN 16' X 1 9 ' I ELECTRIC 1 : 100 MALE & FEMALE 114.4 OCCS. + 21.92 OCCS. + 5.92 OCCS. = 142.24 OCCS. 142.24 / 2 = 71.12 MALE & 71.12 FEMALE OCCS. 2 AGGESSIBLE STALLS PER TABLE 1106.1 GONG. PAD 12'-0" 1 : 100 MALE & FEMALE 114.4 OCCS. + 21.92 OCCS. + 5.92 OCCS. = 142.24 OCCS. TRANSFORMER 172.16 / 100 = .71 LAV REQUIRED MALE & FEMALE N 52 FUTURE PARKING STALLS SHOWN FOR DUST 01 GOLLEGTOR FEMALE: 2 WC +.5 UNISEX WC = 2.5 WC PROVIDED T �I �� FUTUR - 16'0" X 4.0.1 L L� GONG. APRON I • ---- ---;I II I I - - - - - - - -I I ROOF HATG 250'-0" I EDGE OF f'--MEZZ BELOW • J, I RTU RTU RTU I ■ TBD TBD ■ I - - - - - - - to TBD _----_-_-_------_- • LU � OE I ? N ---- VTHRU ---- 12" DIA. VENT ROOF, LO OC - - - -LU- - - _ z VERIFY LOCATION Vil MEGH • POND w LL_----�---�I RTU � = - - -�- - - � RTU ■TBD RTU TBD -U1 �- TBD ■ ---- ---- POND FIT - VERIFY WITH GI\/IL I RD •--- - TPR INS. TPR INS. 20„ 1Er_0N]r_AFRON i Ln SITE / ROOF SC SALE: 1" = 30'-0" PLAN (I CODE REVIEW BASED ON 2015 MSBC (IBC 2012) I OCCUPANCY TYPE: F2 LOW HAZARD FACTORY INDUSTRIAL S2 LOW HAZARD STORAGE B OFFICE CONSTRUCTION TYPE: IS SPRINKLED: YES BUILDING AREA: 36,854 SF (FOOTPRINT) ALLOWABLE AREA: 23,000 SF AUTOMATIC SPRINKLER INCREASE: 300% = 69,000 SF ALLOWABLE STORIES: 3 PLUS MEZZANINE OCCUPANT LOAD : OFFICE: 3,014 SF @ 100 SF/OCC. = 30.14 OCCS. 1 EXIT REQUIRED,- 1 EXIT PROVIDED MANUFACTURING: 22,880 SF @ 200 SF/OCC. = 114.4 OCCS. 2 EXITS REQUIRED,- 4 EXITS PROVIDED TD = 40OFT WAREHOUSE: 10,960 SF @ 500 SF/OCC. = 21.92 OCCS. MEZZANINE (WHSE) : 2,960 SF @ 500 SF/OCC. = 5.92 OCCS. 2 EXIT STAIRS REQUIRED PER TABLE 1014.3; 2 EXIT STAIRS PROVIDED TOTAL OCCUPANT LOAD: 39,814 SF 172.38 = 173 TOTAL OCCS. PARKING STALLS REQUIRED: OFFICE: 3,014 SF / 200 = 15 +3 = 18 STALLS WAREHOUSE: 10,960 SF / 1500 = 7 STALLS MANUFACTURING: 22,880 SF / 500 = 46 + 8 = 54 STALLS MEZZANINE: 2,960 SF / 1500 = 2 STALLS TOTAL PARKING STALLS REQUIRED: 81 STALLS HANDICAP SPACES REQUIRED: 4 SPACES MINUMUM PLUMBING FIXTURE REQUIREMENTS OFFICE WC: 1 :25 FOR FIRST 50 OCCS. MALE & FEMALE 30.14 OCCS. / 2 = 15.07 MALE & 15.07 FEMALE OCCS. 15.07 / 25 = .60 WC REQUIRED MALE & FEMALE OFFICE LAV: 1 :40 FOR FIRST 80 OCCS. MALE & FEMALE 30.14 OCCS. / 2 = 15.07 MALE & 15.07 FEMALE OCCS. 15.07 / 40 = .38 LAV REQUIRED MALE & FEMALE MFG/WHSE WC: 1 : 100 MALE & FEMALE 114.4 OCCS. + 21.92 OCCS. + 5.92 OCCS. = 142.24 OCCS. 142.24 / 2 = 71.12 MALE & 71.12 FEMALE OCCS. 172.16/ 100 = .71 WC REQUIRED MALE & FEMALE MFG/WHSE LAV: 1 : 100 MALE & FEMALE 114.4 OCCS. + 21.92 OCCS. + 5.92 OCCS. = 142.24 OCCS. 142.24 / 2 = 71.12 MALE & 71.12 FEMALE OCCS. 172.16 / 100 = .71 LAV REQUIRED MALE & FEMALE WC REQUIRED: .60 + .71 = 1.31 = 2 WC REQUIRED MALE & FEMALE WC PROVIDED: MALE: 2 WC + 1 URINAL +.5 UNISEX WC = 3.5 WC PROVIDED FEMALE: 2 WC +.5 UNISEX WC = 2.5 WC PROVIDED LAV REQUIRED: .38 + .71 = 1.09 = 2 LAV REQUIRED MALE & FEMALE LAV PROVIDED: MALE: 1 LAV + .5 BRADLEY SINK + .5 UNISEX LAV FEMALE: 1 LAV + .5 BRADLEY SINK + .5 UNISEX LAV (1) SERVICE SINK PROVIDED (1) HI -LOW DRINKING FOUNTAIN PROVIDED (1) EMERGENCY EYE WASH PROVIDED O N 0 O N 0 • • - • • - .. - 0. - .. - 00 - .0 00 00 00 00 0. 00 00 .0 00 00 00 00 0. 1 I • -75'r MINIMUM I I - - - - - � ------------- I I GARS I I 55'r - NO TRUGKS BEYOND MINIMUM THIS POINT I ' TRU KS I • I Cfl r i M LOI LO O I 160 -O„ X 125'-0 • CV N I FUTURE EXPANSION ' I II 1610" X 410" i I GONG. APRON _41 01 -------------- -------J I Cn 55'r MINIMUM - I O � i O to I m VICINITY MAP 77 ` o z �y 3e� 4 a 135m S- as �� Crc.�k Pur4. �c 65y WESTERN SPRING aPg�t i.n MANUFAGTURING a S, .130th 5t. N i3Vth S( N 1291h 4t ,agtl t1 0 126�` Q' PROPOSED IMPROVEMENT FOR: Western Spring Manufacturing Lot 2, Block 1 Bald Eagle Industrial Park Sixth Addition Washington County, Minnesota PROPOSED BY: SHAW CONSTRUCTION 7655 CORPORATE WAY EDEN PRAIRIE MN 952 937 8214 WWW.SHAWCONSTRUCT.COM SHEET TITLE: SITE PLAN & CODE REVIEW CITY SUBMITTAL DATE: REVISION NO. 04-06-17 DRAWN BY: SHEET NO. Al OF 4 SHEETS 1 SHOEBOX LED LIGHT FIXTURE, 2 OVERFLOW SGUPPER, TYP OF (5) SOUTH ELE\/, VERIFY MAXIMUM 2" HIGHER THAN LOGATIONS W/ ELEG ROOF DRAIN INLET, TYP. OF (5) T.o.P. 125'—O" J E3 � l2 V 121'-4" 5�F.F.E. 100'—O" 280'-0" 46'-8" L 46'-8" L 46'-8" L 46'-8" UNIFORM RAKE EXPOSED SOUTH ELEVATION I , BUFF A66RE&ATE PANEL $ .JA BTROWEL SMOOTH FINISH HERD & JAMS C DOGK DOORS, TYP. 5GALE: 1/16" = 1'-0" SHOEBOX LED LIGHT FIXTURE, TYP OF (2) NORTH ELE\/, VERIFY LOGATIONS W/ ELEG 280'-0" 46'-8" 46'-8" 46'-8" 125'—O" PREFIN STEEL T.O.P. GANOPY, TYP. OF (2)�V 126'-6" J E3 124'-0" O 0 0 (2) 24" DIA. HOLES FOR TORRIT DUGTS o El UNIFORM RAKE EXPOSED BUFF AGGREGATE PANEL 2 46'-8" HORZ. GHAMFER 0 SHOEBOX LED LIGHT FIXTURE, G TYP OF (2) EAST ELE\/, VERIFY L91 A PROPOSED IMPROVEMENT FOR: Western Spring Manufacturing Lot 2, Block 1 Bald Eagle Industrial Park Sixth Addition Washington County, Minnesota EAST ELEVATION 5GALE: 1/16" = 1'-0" 1 � � SMOOTH EXPOSED AGGREGATE PANEL 4'-0" X 4'-0" BRONZE ANODIZED ALUMINUM BRYAN RED ROGK UNIFORM RAKE EXPOSED INSULATED FRAMES W/ TINTED INSULATED w I , BUFF AGGREGATE PANEL &LASS, TYP. C EXTERIOR WINDOWS r lr5T ri�� \Y A%TI0 �I 1 BUFF AGGREGATE PANEL G 128'-0" 5GALE: 1/16" = 1'-0" J) 2 6 O 1, 280'-0" 46'-8" 46'-8" 46'-8" 46'-8" O- cfJ FLOOR PLAN N 5GALE: 1/16" = 1'-0" 5GALE: 1/16" = 1'-0" (4) 4' H GONG FILLED PIPE BOLLARDS, PRINTED 4'X16' GONG APRON BUFF AGGREGATE PANEL PROPOSED BY: S HAW CONSTRUCTION 7685 CORPORATE WAY EDEN PRAIRIE MN 952 937 8214 WWW.5HAWCON5TRUCT.COM SHEET TITLE: OVERALL FLOOR PLAN & EXTERIOR ELEVATIONS DATE: REVISION NO. 04-06-17 DRAWN BY: SHEET NO. A2 OF 4 SHEETS � b ❑ ❑ - o c - c UNIFORM RAKE EXPOSED SOUTH ELEVATION I , BUFF A66RE&ATE PANEL $ .JA BTROWEL SMOOTH FINISH HERD & JAMS C DOGK DOORS, TYP. 5GALE: 1/16" = 1'-0" SHOEBOX LED LIGHT FIXTURE, TYP OF (2) NORTH ELE\/, VERIFY LOGATIONS W/ ELEG 280'-0" 46'-8" 46'-8" 46'-8" 125'—O" PREFIN STEEL T.O.P. GANOPY, TYP. OF (2)�V 126'-6" J E3 124'-0" O 0 0 (2) 24" DIA. HOLES FOR TORRIT DUGTS o El UNIFORM RAKE EXPOSED BUFF AGGREGATE PANEL 2 46'-8" HORZ. GHAMFER 0 SHOEBOX LED LIGHT FIXTURE, G TYP OF (2) EAST ELE\/, VERIFY L91 A PROPOSED IMPROVEMENT FOR: Western Spring Manufacturing Lot 2, Block 1 Bald Eagle Industrial Park Sixth Addition Washington County, Minnesota EAST ELEVATION 5GALE: 1/16" = 1'-0" 1 � � SMOOTH EXPOSED AGGREGATE PANEL 4'-0" X 4'-0" BRONZE ANODIZED ALUMINUM BRYAN RED ROGK UNIFORM RAKE EXPOSED INSULATED FRAMES W/ TINTED INSULATED w I , BUFF AGGREGATE PANEL &LASS, TYP. C EXTERIOR WINDOWS r lr5T ri�� \Y A%TI0 �I 1 BUFF AGGREGATE PANEL G 128'-0" 5GALE: 1/16" = 1'-0" J) 2 6 O 1, 280'-0" 46'-8" 46'-8" 46'-8" 46'-8" O- cfJ FLOOR PLAN N 5GALE: 1/16" = 1'-0" 5GALE: 1/16" = 1'-0" (4) 4' H GONG FILLED PIPE BOLLARDS, PRINTED 4'X16' GONG APRON BUFF AGGREGATE PANEL PROPOSED BY: S HAW CONSTRUCTION 7685 CORPORATE WAY EDEN PRAIRIE MN 952 937 8214 WWW.5HAWCON5TRUCT.COM SHEET TITLE: OVERALL FLOOR PLAN & EXTERIOR ELEVATIONS DATE: REVISION NO. 04-06-17 DRAWN BY: SHEET NO. A2 OF 4 SHEETS d A --------------- PEGGY STEEL STAIR LOBBY/OFFICE �'-U X =r-11 10" LOCKER RM CONFERENCE RM 10'-0" X C1'-10" 17-0" X 12'-0" F.D. F.D. D. e JAN. HALLWAY #5 N OFFICE FLAN 5C ALE: 3/16" = 1'-0" 10 IT 7 4. _7 o z_ STEEL STAIR � f �m HATGH ABOVE SHIPS LADDER BREAKROOM 13'-0" X 30'-0" EM ERG ENGY EYE WASH STATION MICRO O HOOD 00 D.F. N MEZZANINE FLAN SCALE: 3/16" = 1'-0" 42" GUARDRAIL - (4) A MEZZANINE A (2) EAGH 4'-0" REMOVABLE RAIL SEGTIONS-----A 0 O PROPOSED IMPROVEMENT FOR: Western Spring Manufacturing Lot 2, Block 1 Bald Eagle Industrial Park Sixth Addition Washington County, Minnesota PROPOSED BY: SHAW CONSTRUCTION 7685 CORPORATE WAY EDEN PRAIRIE MN 952 937 8214 WWW.5HAWCON5TRUCT.COM SHEET TITLE: ENLARGED OFFICE FLOOR PLAN & MEZZANINE FLOOR PLAN DATE: 04-06-17 DRAWN BY: SHEET NO. REVISION NO. A3 OF 4 SHEETS 0 PREFINISHED SINGLE PLY EDPM PREFINISHED SINGLE PLY SDPM METAL GOPING METAL GOPING 2 LAYERS INSULATION 2 LAYERS INSULATION TREATED 2X TREATED 2X BLOGKING 1 1/2" METAL DEGIG BLOGKING 1 1/2" METAL DEGIG T.O.P. T.O.P. 125'-0" (126'-6" GRIDS 3-4) XXXXXXX 4741 �EDEGIG BEARING JOIST BEARING SINGLE PLY EDPM L. VARIES V 124'-0" - 2 LAYERS INSULATION 1 1/2" METAL DEGIG PREFIN. DRIP FLASHING & GOVT. SEALANT STEEL BEAM SEE STRUGTURAL WINDOW HEAD SEE STRUGTURAL FOR JOIST SPAGING V20'-5" FOR JOIST SPAGING WINDOW HEAD 45" X 45" 4a I WINDOW UNIT STEEL BEAM 118'-8" MFEZZANINF SEE STRUGTURAL FOR JOIST SPAGING PREFIN. SILL FLASHING & — i GOVT. SEALANT PREGAST INSULATED WALL PANELS WITH STANDARD SMOOTH EXPOSED BENT PLATE AND AGGREGATE KRAEMER LIMESTONE BUFF GONNEGTION (SMOOTH EXPOSED AGGREGATE BRYAN RED ROGK PANEL BETWEEN 5" GONGRETE SLAB PREGAST INSULATED FACoTORY GRIDS 5 $ 4, SEE EXTERIOR ELEVS ON GONFORM DEGIG WALL PANELS WITH FOR EXTENT) STANDARD RAKE No TOP OF JOIST EXPOSED AGGREGATE. _ e KRAEMER LIMESTONE BUFF O iv 12" INSULATED GONGRETE PANEL 12" INSULATED GONGRETE PANEL AGT 1 1/2" FURRING GHANNEL `\\ WINDOW HEAD _ W/ 5/5" GYP. BOARD TO +10'-0" A.F.F. OFFIGF. FACoTORY SOLID SURFAGE SILL O 12" INSULATED BOND BREAK GONGRETE PANEL BOND BREAK REINFORGED BOND BREAK GONGRETE SLAB REINFORGED SEE STRUG. REINFORGED GONGRETE SLAB GONGRETE SLAB SEE STRUGTURAL GOMPAGTED SEE STRUGTURAL GRANULAR FILL GRADE VARIES GRANULAR FILL GRADE VARIES--]GOMPAGTED I : VAPOR BARRIER GRANULAR FILL FINISH FLOOR FINISH FLOOR 100'-0" a a s a° ji SEE STRUGTURAL SEE STRUGTURAL FOR FOOTINGS FOR FOOTINGS IIII IIII i''' I IIII II- OJ� FmST ^ALL SECTION 5GALE: 1/2 - 1'-0" NORTH VSALL SECTION (#) 5GALE: 1/2 - 1'-0" SEE STRUGTURAL FOR FOOTINGS [a PREFINISHED METAL GOPING TREATED 2X BLOGKING T.O.P. 125'-O" JOIST BEARING 121'-4" PREFIN. DRIP FLASHING $ GOVT. SEALANT WINDOW HEAD 118'-8" 45" X 45" WINDOW UNIT PREFIN. SILL FLASHING $ GOVT. SEALANT PREGAST INSULATED WALL PANELS WITH STANDARD RAKE EXPOSED AGGREGATE KRAEMER LIMESTONE BUFF —GRADE VARIES O3 SOUTH VSALL SECTION 5GALE: 1/2 - 1'-0" FLOORFINISH 1001-01, PROPOSED IMPROVEMENT FOR: Western Spring Manufacturing Lot 2, Block 1 Bald Eagle Industrial Park Sixth Addition Washington County, Minnesota PROPOSED BY: SHAW CONSTRUCTION 7685 CORPCiRATE WAY EDEN PRAIRIE MN 952 937 8214 WWW.5HAWCON5TRUCT.COM SHEET TITLE: WALL SECTIONS DATE: REVISION NO. 04-06-17 DRAWN BY: SHEET NO. OF 4 SHEETS jTT.O.P. STREET V 125'-O" (930.5) FUTURE f: ARKING FENNAY_t PROPERTY POND - SEE GIVIL STREET LINE I i _y T_ RTU @ GRID 2-B T.O. DEGIG C GRID B 123'-81/2" T.O. 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Capable Luminaire This item Is an A+ capable luminaire, which has been Specifications designed and tested to provide consistent co Por Luminaire Back Box (BBW) appearance and system -level interoperability. Width: 18-1/2• welghtt 21 lbs Width: 5-1/• BOW 1 lb' • All configurations of this luminaire meet the Acuity ,,1, 11, ,�, IV --i ..,;1 fT40Igl Willight: Brands' specification for chromatic consistency Depth: = .�DI, f]epth, RB. nO 6 This luminaire is A+ Certified when ordered with DTL' 7_S78 IV, controls marked by a d1 . DTL DLL Height: Height: 11dlrnd equipped luminaires meet the A+ specification for r r3/' NPfF p luminaire to photocontrol interaperabilityl d. n -1,W • This luminaire is part of an A+ Certified solution for I9 Ft p•� r } ROAM12 or XPointTM Wireless control networks, Il�r�l��lll �J providing out-of-the-box control compatibility with o simple commissioning, when ordered with drivers and ►+ control aptions marked by a rshadad background North & East - DSXVV2LED 30C 1000 50K T3M To learn more abouts com/aplus_ - DSXMLED 30C 700 50K T3M visitww ordering omai ly. 1. See ordering #reefor details. 2. A+ Certified Solutions for ROAM require the order of one ROAM node per luminaire. Sold Separately; Link to Roam: Link to DTL DLL 4A+Capilpleapl(sr it- koo �,...., tr/Ihlsselotbislrtl6ultd a EXAMPLE: DSXW2 LED 30C 700 40K T3M MVOLT DDBTXD 05M LED CUIN20 POC 3500 LYIr1F 30K RS iypedhfol MV01i1 Shlppedinduded Shlppedinstalled A 534 IdU 40K - 12M Nelll&Aijin 1201 - PE � ..6,:1ntCrtl,pugUVl'ty[Ifr. 3000 41(!il M "tHA %K 13S itpE0N.'1 x itPERPd�{Alvn94rri epr3 rIrVIMr h!mi•:1 � fUn+e 10000 •±00 AMBPC 13M t¢IBAMn61m 240' .lire: 1 DMIS 04N::!, I'MIlla1 OM 14M lyMP10MoW:r1 277' DCA I11RIrruldra9lrltiS.Rolc;;o. .1;nllidlF IFTM iowa]ffilm 347' SMppedseparately' PIRH 1pc Iamtanlmr ntln:hl . gh11 MLdmm 480' BOW alrlare PIRl EC3V ML iioriwms 4i.e-iV i Kouriunu ltom ASYN hSvmnmr rrm&umn4f 1N11h• 4mPlI0AimlrltlsStientl�rlrr7eRrStdilEaflatltnBmL10VIIIIKR' mlwaun- gi�- 9y'1L Il 1tC' Shippedinstailed Shipped separately 000111(1) 1D55XD ;*%Iiiw aWi1610i Idum Whitt ii ylr'LI I ^).:17,347Yj0 35W cl 1 tol,,: D8LXD DAM 119al KILOlh fi %AXD Twardulili ms 01 Il;gdlikWij4ki.Kililll WG Vdreirikel DNAXD r DBLBXD i,,giir hWk HS Hr10_"devileld' VG YONU141IMUI )WHO .. DHATXD f=ttuPrll,alaui+Nlulllnlgll SPD elLTral,laljEfmlhlrl' r9ghM2-lEG j LjMCNl arar, Lid— Way • Cnnyere, G+xgia:1901z • nhtar.,raLxks7a.aLa1 • F d.. n„ liwv 67f1�7i7 0.. QV41i1T Achy Monca r,;Ihlmy Inc All rbglru r oewrl, Pam: 10 3 Lumen Output Herr J .�l�rrn ph„snrrqulcv�s.p� lorrrlin�dr11•w;lh lfSNA.Lµ7917gp-,,1eE..yr,.adar:l,n6urgpr.>aleun•,e nl dp mrif:�„ucbns shtwi. v0hin the tc4 r cnotw%d by [Jghdng7 wts. C ta-t f." nr perfom o dataoe y mnlr -6-nc4 shown hmc. A{CirS80r1t38 NOSrS f M1faLTd,•®uperatatan arty lice Mdbge tom 12Q77iV(SN611kkj.5y.ciiy 17t1,YrW, 7a0v217 tyl6nc tn[ywhln ,rd�.rmg N4dlhlg (4P, Oro'arW rrd+M1.YrcQ wts'a+c§'. I" cpAr or pfratn: n option). OtIVf1S)iY Ph,roul-SSl nrtr radiIPP7J1Yi¢ Z Au*F". 11, 3011W O0 nA*p64rc only (DSM LEO 30C 10M_ OW, opri on ran,r 4ttale DUM 1ScLlV F�dooea SSl. nwii lod.{7 ow 3 Ytlso avalabkasas�arate arx�sury: sec Attesscain 4rmaLion. PILZISifLW Ph"ar4 SSl[ll PAOIW. 4 Phrmm mol (Ft"Ir[ryjVba 12449, 240 w 347 valayo opu4n. Nm w4ablz wi 0, rtationlan�bipr, 10 t a a,rnsJPIR w Pi". 5 hppe6f 07pJ rLmr rg lity;PER rron,e4uir, t.No ave;lekle with 34A 48pd- PRH. Ads rinnd ROAL0axAl d I9 11SHOh 1&10 rJ SNre1 elvr ros fsr R d rym9nt rvustib¢pud'nttai �paraE¢{l. Call 1-ML4e2-4195 nr 61Wi; sel¢s4Kgmawl�w:raat. AS1pM1YSU lbuc.Nra111,IdGMe ee+igN m96A E 4fe°�dre.•. .-. rru.tred msr' ., -. .i ,.,_" .. for WAM rnd.c� sm6ied 6yhl-ir Not maia�bls will" -4pGM (t4Roh typo phG10 H) orOC i G'lrill`fng dfiV swild rd RStlA'RIN 41 Ai,d+l,lw.enl b16a9 7 FIR and MIFG�v Pec h the-.. > PIRYl and WHIFC,Ov weoly t-,- -, ,� I .. �. ravol. see gSIh17WGu W6r 9wNa.,n.ay - k i Ix.Dirm.ag61,* asa$ed. N..46bl-d1l, PERSnr PERI A.rW-, CCR. dSpM74L8 Yan�lpNMxaswn Sep* tc ®©®non��nnnn�nn®nQr�nrl�nn ®I�nnn®n�nnn�I�l�lnnnnl�lt�nnl E S(SF)ro.auired. ngk NsefSF), 7dres 7:A 7774r 76F vdtag¢oPfen, PPrkie fuxe'yi1FJrM,PwZ08'.2hO rnb$P W1ra9a6pfim, uv7M]B8W jYdtRl! bad hp,xces {µe.lY rbl 9 5eeth eelectr"-n.nno piKr-2Far-ook.11 10 Rpw,es lurrin9r.lo. h¢ar: hrtd w.d, FiA+rpiie.r. or,:00/r.rl ompw n a.. t -¢.,n V'e>, I'" firrie,�glr34m1trn1 �aUulwr�S« .-+pf�r •IitlUW Lumen Output Herr J .�l�rrn ph„snrrqulcv�s.p� lorrrlin�dr11•w;lh lfSNA.Lµ7917gp-,,1eE..yr,.adar:l,n6urgpr.>aleun•,e nl dp mrif:�„ucbns shtwi. v0hin the tc4 r cnotw%d by [Jghdng7 wts. C ta-t f." nr perfom o dataoe y mnlr -6-nc4 shown hmc. N oit. Ar 14A lewdh pl.,,phw.mnv.errnd an Ger LEL7'e (r,­Jarure Ah16M. There iELY- produce li jn r.ibi 97,% 5M owput can he calculatedby apply,N a d 7 face. m 60Cb Klumen values and phaometnc files 0z j„'7{„(7jvzd Pur .,thonw way Cmyarc, Gewyla =12 r PhpnR:BEK}.M Rpd1 'Ajj©lRM)Vd7 © 7(11:„017 Aan1 P. arcR Li,yh,mrl 1,, All rigltt$ a Kg ,ry . r1SOt -_El7 R... 02rt76r17 Pope 2 of 3 RW&M !u? COMMERCIAL -INDUSTRIAL -MAINTENANCE SERVICES 760 MAIN ST W - CARVER, MN 55315 OFFICE (952) 448-5923 FAX (952) 448-7296 DESIGNER: KRAIG PETERSON CLIENT: SHAW CONSTRUCTION ISSUED DATE: 3/6/2017 REVISION DATES: REVISED: SCALE: NOT TO SCALE PROJECT: WESTERN SPRINGS MFG PLAN TITLE: LIGHTING SITE PLAN SHEET: E- A, . ®I�nnn®n�nnnmm�e�o®nnn�nni■e� ®®�nan®®nnn�n�nennn®na ®©®non��nnnn�nn®nQr�nrl�nn ®I�nnn®n�nnn�I�l�lnnnnl�lt�nnl lnt7 I�I�nnn®�non>n�nnnnn�nn•n� P�P�nPnnn®nnnnP�Pnnnin�PnaP�■P� n��nnn��nnn��nr�nnn�n.�n I�I�n®nn�nnnnnnnnn��nn•n I�I�nlnn®�nnnn�nonn�nnnn• I�I�nnn®�nnn��+nnonnn�nnnn• ®®nnnn®nnnlnlnl�ln®��rl�nnm �n�nnn®�nnnna�nnn�n�nn•n�a i��ntnnnin�nnn�ln�nnn®n�n`,■n>m P�I�nPnn®�nnn��nnn��PninPn® WAY 'm ®��nnnl��nnnnn�ln®In®■i��n�©n• �®®nnn®� nPn nPnn3■'n ilk ©n■�E nr■ i■ n• I�l�nlnn®n�nnn��n�nm■a��n�n� ��nnnonnnnnn�nolnl�lnlnlnl� I� l� n llln n l� l l�a,€a n n n P1ii In I� Pn ©ln IgL7l�� In In ® � ®�u�■nnm®nnnnnn�©nEant=nn�■r{ Ems "I Em ■ ®sl�nnn��nnn��nnn®I�n©Ini[�l ®��non�nnnnnnnn®on�■ix�nr>•�■ ®SIl�7lnlnlnl�SiL®nnn��n8nnil nnnOn ®�®ann�nnn©nn�nnslanna■�®nom n��>nnnn1 111111111�111111111wwsnni■sm lilli®©®n®nom©»nnnns�in©o��L�mm�i�a I�n�nlnn®P��nnnnl��nl�lnlnl�3�l�i■Siflnii■ n nnnnl lnnn®mr-M m ®nom nn n®fin ®non ®� na nl�liJsi%l HUM P�®nnnPnP�nnnn®nnnn�nnnn ®n�nnn®nnnor��na�nnnl�l�:Ftnnlnii■ ®n�annn®�nnnnn�i■nonl�a�n�l�■I�■ ®I�annn®a�nnn>m,tn��anlnn�nnln ®��nnn��nann�Innlnnl��lnnln� ®�nli®n®�nB®©>�a�oaa�®I�nnno ®nnn®®nnnnnnnoinn■�;sn�nrs� ®�nan®n�nnn�n�nr�nn■gin©nom �■�®nnn®�nnn>��nnnnn■x>s�nn■PnA ®nnn®�nnnn�no�a�n�nnPnO I�1i01®nlnnlnl�®n�7nP� l®nnn�s+ i�ik'�aii'a ®n�nnnnn®nnnnn�ns�©�n�n>n,nr,� ®®�nnnni�nnnn�Eaon�r>r•�n�n� i�m� ®®no�nP�rannnl�l�■nnlnnEll�Onlno � nn n� � n n nn■n n>nIn �I�IF3Lt n n is �+.■ N oit. Ar 14A lewdh pl.,,phw.mnv.errnd an Ger LEL7'e (r,­Jarure Ah16M. There iELY- produce li jn r.ibi 97,% 5M owput can he calculatedby apply,N a d 7 face. m 60Cb Klumen values and phaometnc files 0z j„'7{„(7jvzd Pur .,thonw way Cmyarc, Gewyla =12 r PhpnR:BEK}.M Rpd1 'Ajj©lRM)Vd7 © 7(11:„017 Aan1 P. arcR Li,yh,mrl 1,, All rigltt$ a Kg ,ry . r1SOt -_El7 R... 02rt76r17 Pope 2 of 3 RW&M !u? COMMERCIAL -INDUSTRIAL -MAINTENANCE SERVICES 760 MAIN ST W - CARVER, MN 55315 OFFICE (952) 448-5923 FAX (952) 448-7296 DESIGNER: KRAIG PETERSON CLIENT: SHAW CONSTRUCTION ISSUED DATE: 3/6/2017 REVISION DATES: REVISED: SCALE: NOT TO SCALE PROJECT: WESTERN SPRINGS MFG PLAN TITLE: LIGHTING SITE PLAN SHEET: E- O Q C3 O FROM CREST TO BOTTOM OF RETENTION POND. PLANT SCHEDULE - SITE TREES KEY QTY COMMON/BOTANICAL NAME SIZE ROOT REMARKS OVERSTORY TREES AGM 14 MAPLE, AUTUMN GOLD 2.5" BB NOT SHEARED ACV 11 Acer rubrum "JFS-KW78' 1.5" BB - TCH 09 HONEYLOCUST, IMPERIAL/ 6 BB NOT SHEARED IPH 02 Gleditisia tracanthos var. inermis 'Impole' 2.5 BB - PTE 04 ELM, PRINCETON / 2.5 BB VPC 04 Ulmus americana 'Princeton' 1.5" BB - SWO 03 OAK, SWAMP WHITE / 2.5" BB - Quercus bicolor ORNAMENTALTREES JTL 05 LILAC, IVORY SILK/ 6 BB NOT SHEARED ACV 11 S rin a reticulata 'Ivor Silk' 1.5" BB - TCH 09 HAWTHORN, THORNLESS / 6 BB NOT SHEARED Cratae us crus- ali var. inermis 1.5" BB - AWS 19 CRABAPPLE, VELVET PILLAR / #3 CONT VPC 04 Malus 'Velvetcole' 1.5" BB - EVERGREEN TREES AUP 06 PINE, AUSTRIAN / 6 BB NOT SHEARED ACV 11 Pinus nigra #5 CONT BHS 11 SPRUCE, BLACK HILLS / 6 BB NOT SHEARED Picea glauca densata ORNAMENTAL SHRUBS LANDSCAPE REQUIREMENTS: Deciduous Tree Requirement = 1 tree per 2000 SF bldg. area or 100 LF of pr operty perimeter which ever is greater. Coniferous Tree Requirement = 1 tree per 2000 SF bldg. area or 200 LF of property perimeter which ever is greater. Ornamental Tree Requiement = 1 tree per 2000 SF bldg. area or 200 LF of property perimeter which ever is greater Shrub Requirement = 1 shrub per 300 SF bldg. area or 30 LF of property perimeter which ever is greater. Building area = 36,800 SF - Perimeter = 2122 LF Deciduous Overstory Trees Coniferous Tree Ornamental Tree Shrub REQUIRED 21 18 18 122 PROVIDED 21 18 18 129 GENERAL NOTES PLAN SPECIFIC: All plantings shall be true to name and size in accordance with American Nurseryman's Standards. Planting soil to be a 1-1-1 mixture with 1 part peat, 1 part soil, and 1 part sand and installed as per detail drawings. All plantings shall be guaranteed for one year (365 days) from date of acceptance. Landscape Contractor shall replace any dead or damaged plants at no additional cost to Owner during the guarantee period. Landscape Contractor shall make monthly site maintenance inspections and notify owner of maintenance deficiencies. All trees shall be staked and wrapped as shown in details. Seeded areas shall be seeded with MNDOT 260 at a rate pf 100 pounds per acre. All seeded are shall have MNDOT type 1. All slopes greater than 4:1 to be blanketed with MNDOT category 3 two sided straw. All shrub beds and areas indicated as receiving rock mulch shall receive a 3" deep layer of 1.5" size Washed River Rock over 3 ounce landscape fabric. All other planting bed shall receive a 4" layer of shredded bark mulch free of leaves, twigs, and other extraneous debris over weed barrier fabric. All areas where sod and mulch touch shall have commercial grade black poly edger as shown in details. Landscape Contractor shall be responsible for locating all utilities by actual location in the field prior to any planting operation. Minimum Size = 2.5" VIBURNUM, COMPACT AMERICAN / = 6' Minimum Size = 1.5" ACV 11 Viburnum americana 'Compactum' #5 CONT AHN 07 HAZELNUT, AMERICAN / #5 CONT Corylus americana AWS 19 SPIREA, ANTHONY WATERER #3 CONT Spiraea x bumalda 'Anthony Waterer' GLS 26 SUMAC, GRO-LOW FRAGRANT / #5 CONT - Rhus aromatica 'Gro -Low' GDW 04 DOGWOOD, GRAY / #5 CONT - Cornus racemosa RTD 17 DOGWOOD, REDTWIG/ #5 CONT Cornus sericea'Baileyi' SCJ 14 JUNIPER, SCANDIA / #5 CONT Juniperus Sabina 'Scandia' SDO 20 DAYLILY, STELLA DEORO / #1 CONT Hemerocallis 'Stella DeOro' TYA 11 ARBORVITAE, TECHNY / Thuja occidentalis 'Techny' S BB LANDSCAPE REQUIREMENTS: Deciduous Tree Requirement = 1 tree per 2000 SF bldg. area or 100 LF of pr operty perimeter which ever is greater. Coniferous Tree Requirement = 1 tree per 2000 SF bldg. area or 200 LF of property perimeter which ever is greater. Ornamental Tree Requiement = 1 tree per 2000 SF bldg. area or 200 LF of property perimeter which ever is greater Shrub Requirement = 1 shrub per 300 SF bldg. area or 30 LF of property perimeter which ever is greater. Building area = 36,800 SF - Perimeter = 2122 LF Deciduous Overstory Trees Coniferous Tree Ornamental Tree Shrub REQUIRED 21 18 18 122 PROVIDED 21 18 18 129 GENERAL NOTES PLAN SPECIFIC: All plantings shall be true to name and size in accordance with American Nurseryman's Standards. Planting soil to be a 1-1-1 mixture with 1 part peat, 1 part soil, and 1 part sand and installed as per detail drawings. All plantings shall be guaranteed for one year (365 days) from date of acceptance. Landscape Contractor shall replace any dead or damaged plants at no additional cost to Owner during the guarantee period. Landscape Contractor shall make monthly site maintenance inspections and notify owner of maintenance deficiencies. All trees shall be staked and wrapped as shown in details. Seeded areas shall be seeded with MNDOT 260 at a rate pf 100 pounds per acre. All seeded are shall have MNDOT type 1. All slopes greater than 4:1 to be blanketed with MNDOT category 3 two sided straw. All shrub beds and areas indicated as receiving rock mulch shall receive a 3" deep layer of 1.5" size Washed River Rock over 3 ounce landscape fabric. All other planting bed shall receive a 4" layer of shredded bark mulch free of leaves, twigs, and other extraneous debris over weed barrier fabric. All areas where sod and mulch touch shall have commercial grade black poly edger as shown in details. Landscape Contractor shall be responsible for locating all utilities by actual location in the field prior to any planting operation. Minimum Size = 2.5" Minimum Size = 6' Minimum Size = 1.5" Minimum Size = #3 or #5 Container Landsca ENTRANCE PLANTING SCALE: 1 "= 20' NORTH 0 40 80 SCALE 20 720 SHRUB PLANTING DETAIL COMMERCIAL GRADE EDGER 'ECIFIED MULCH MATERIAL STALLED AT 3" DEPTH. =11 1 WITH PI ANTINr .(111 APPROVED TREE PROTECTION INSTALLED FALL. )O NOT BURY ROOT COLLAR. NOOD MULCH AS SPECIFIED INSTALL 3" DEPTH 3ACKFILL WITH PLANTING SOIL. `NOTE: TREES TO BE STAKE AS DEEMED NECESSARY BY LC. SHADE TREE PLANTING DETAIL No Scale PROPOSED IMPROVEMENT OR: Western Spring Manufacturing HUGO, MINNESOTA Linner-MorschE Architects 10100 Morgan Avenue S. Bloomington, MN 55431 PHONE: (952) 884-6455 FAX: (952)884-0860 MAKULLL- LA15F Rr-r- DF -516N GROUP 895 Parc Knoll Drive, MN 55123 PI�; 65 i -468-87 i -1- email: email: leemarLellOcomcast.net I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly registered LANDSCAPE ARCHITECT under the laws of the State of Minnesota. Lee Markell Date: License No. 19313 ROPOSED BY: SHAW CONSTRUCTION 7685 CORPORATE WAY EDEN PRAIRIE MN 952 937 8214 WWW.SHAWCONSTRUCT.COM SHEET TITLE: LANDSCAPE PLAN ATE: 03/02/2017 REVISION NO. y1 04/05/2017 City Comments DRAWN BY: SHEET NO. L-1 FF '7 � U' bLUCK 2 � 1 1 r— T -_T —I T LOT 0 Max* Horiz Max° Vert WB -65 — Interstate Semi—Trailer Overall Len q th Overall Width Overall Bod-y Heiq ht Min Body Ground- Clearance Max Track Width Lock—to—lock time Curb to Curb Turning Radius 73.500ft 8.500ft 1 2.052ft 1 .334ft 8.500ft 6.00s 45.000ft --D i I I I ' D D D D D I 6 — o 33.43 FE 0 00 Q 'a o �o oz 0 �w LLJW� o im _� 0 w� o � �Q oa Q 00 �w 0 00 �0 z o 0 �i Z O Z 0 32.10 931.77 32 94 7'932.93 *�I!j 6 0 932.44 HW - PROPOSED IMPROVEMENT FOR: Western Spring Manufacturing HUGO, MINNESOTA 932.60 LOT 1 6o z 0 /ND932.34 USTR/4 N D 0 30 60 GRAPHIC SCALE IN FEET Linner-Morschen Architects 10100 Morgan Avenue S. Bloomington, MN 55431 PHONE: (952) 884-6455 FAX: (952) 884-0860 CAMPION N ENGINEERING SERVICES, INC. • Civil Engineering • Land Planning 1800 Pioneer Creek Center, P.O. Box 249 Maple Plain, MN 55359 Phone: 763-479-5172 Fax: 763-479-4242 E—Mail: mcompionoacampioneng.com I hereby certify that this plan, specification or report has been prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the law of the ate of Minnesota. 04/05/2017 Martin P. Campion —Lic. # 19901 Date: CAMPION JOB NO. 16-039 PROPOSED BY: CONSTRUCTION 7685 CORPORATE WAY EDEN PRAIRIE MN 952 937 8214 WWW.SHAWCONSTRUCT.COM SHEET TITLE: TRUCK CIRCULATION DATE: EXHIBIT 04/06/2017 DRAWN BY: KDK SHEET NO. REVISION 6 Ci RESOLUTION 2017 - A RESOLUTION APPROVING A COOPERATIVE AGREEMENT WITH THE MINNESOTA DEPARTMENT OF TRANSPORTATION FOR THE COMMUNITY ROADSIDE LANDSCAPING PARTNERSHIP PROGRAM. WHEREAS, the Minnesota Department of Transportation (MnDOT) wishes to provide technical and financial assistance to communities that are interested in landscaping state highway right of way through the Community Roadside Landscaping Partnership Program; and WHEREAS, the City of Hugo has applied for technical and financial assistance for re- landscaping the round -a -bout located at TH 61 and 170th Street North; and WHEREAS, MnDOT has established that they will give technical assistance and will fund up to $10,000 for the cost of materials to re -landscape the round -a -bout located at TH 61 and 1706 Street North; and NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the proper City of Hugo officers to enter into MnDOT Agreement No. 1027933 for financial assistance for landscape materials to be placed in the round -a -bout located at TH 61 and 170th Street North under State project No. 8206-969 (T.H. 61 = 001). ADOPTED by the City Council on May 15, 2017, Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this day of , 2017, before me, a Notary Public, personally appeared Tom Weidt, Mayor, and Michele Lindau, Clerk, of the City of Hugo, a Minnesota municipality within the State of Minnesota, and that said instrument was signed on behalf of the City of Hugo by the authority of the City Council of the City of Hugo, and Tom Weidt and Michele Lindau acknowledge said instrument to be the free act and deed of said City of Hugo. Notary Public EXHIBIT C Revision # 1 METROPOLITAN COUNCIL ENVIRONMENTAL SERVICES 2015 CLEAN WATER FUND WATER EFFICIENCY GRANT PROGRAM GRANT AMENDMENT FORM NOTICE TO GRANTEE: Submission of this form is required to modify your city's signed agreement with Metropolitan Council Environmental Services (MCES) 2015 Clean Water Fund Water Efficiency Grant program (Grantee Program). Subsequent to determination of your city's initial grant amount per the signed agreement, completion and submission of this form is necessary when 1) you are requesting additional grant funds to meet unexpected rebate or grant demand, or 2) when your city has determined that the previously approved program's rebate or grant demand will not be met, requiring less grant funds than anticipated when the agreement was signed. The process for modifying your agreement is as follows: 1. Your City's designated authorized representative submits 2 signed copies of Exhibit C to MCES, with an attachment itemizing request(s) for a) pre -qualification of additional projects and/or b) changes to prior prequalified amounts. 2. Upon receipt of signed Exhibit C, MCES Program Administrator obtains Council authorized signatures that officially modifies the agreement, maintains in the contract file and returns a fully signed copy of Exhibit C indicating new grant amount to City's designated authorized representative. These steps MUST OCCUR via postal or other courier service to include original signatures and require retention of signed documents to be made available upon request. Instructions: Indicate the date of your change request in #1 box. Indicate the number of this particular change request in #2 box (and in box at top of page — must match). Enter the current grant agreement amount (as MCES approved) in #3 box. If you wish to increase your municipality's grant amount, enter the amount you are requesting in #4 box. If you wish to decrease your grant amount due to lesser demand than anticipated, enter the amount in #5 box. Enter in #6 box the amount derived from adding #3 to 94 or derived from subtracting #5 from #3. Grant Agreement # I SG -04414 1. Date of change request: April 26, 2017 2. Change request number: #1 3. Current Grant Agreement Amount (as MCES approved): $36,000 4. Increase due to request for additional funding: $50,000 5. Decrease due to lesser demand: 6. Amended Grant Agreement Amount requested (add lines 3 and 4): $86,000 CITY NAME:_ City of Hugo I request the above changes (sign with title and date): 4=� 4— • d' -4't" 0 1 MCES PROGRAM ADMINISTRATOR APPROVAL (signature and date): COUNCIL AUTHORIZED SIGNA r AND DATE S-3-17 Questions may be directed to the MCES Program Administrator: Brian Davis MCES Senior Engineer 390 Robert Street North St. Paul, MN 55101-1805 Phone: (651) 602-1519 Email: brian.daviswuiii etc. state.mn.us 0-0-M k W.-a-§bCjn, ,ftft -M-5gton ou t y Tuesday, May 2, 2017 City of Hugo Rachel Leitz 14669 Fitzgerald Ave N Hugo, MN 55038 Dear Ms. Leitz, Department of Public Health and Environment Lowell Johnson Director David Brummel Deputy Director Enclosed is the Water Conservation Grant between the City of Hugo and Washington County Department of Public Health & Environment. The process for the agreement to become official is as follows: • Please review and sign the final signature form and review Attachment A, which has been approved by the Washington County Attorney's office. • All documents can be sent back to the Department, c/o Stephanie Holt. See address below. • Once all documents are reviewed, the service contract will be submitted for the Department Director's signature and you will be notified of approval. The county signature date will be the official start date. • A copy of the signed service contract will be forwarded to you for your records. If there are any additional questions, please feel free to contact me at your convenience. Thank you! -Stepkanie Stephanie Holt ( Management Analyst Washington County Department of Public Health & Environment 14949 62nd St N, PO Box 6 1 Stillwater MN 55082 %f 651.430.6678 1 8 651.430.6730 ® stephanie.holt@co.washington.mn.us Government Center • 14949 62nd Street North — P.O. Box 6, Stillwater, Minnesota 55082-0006 Phone: 651-430-6655 • Fax: 651-430-6730 • TTY: 651-430-6246 www.co.washington.mn.us Equal Employment Opportunity / Affirmative Action O`S"Q,{FAITh DZN,, v O Advrnorg polrhnl�fi y��ACCRE�PS� Washington County WATER CONSERVATION GRANT This Grant Agreement is made and entered into between County of Washington, State of Minnesota, hereinafter referred to as "County" and Cit_. of Hugo, 14669 Fitgerald Ave. N., Hugo, MN 55038, herein after referred to as "Grantee." WHEREAS, one -hundred percent of the source of drinking water in Washington County comes from groundwater; and WHEREAS, it is in the interest of the public's health, safety and welfare to preserve and protect groundwater, WHEREAS, in the current Washington County Groundwater Plan, the Washington County Board of Commissioners has recognized the need coordinate effort to develop sustainable groundwater management, including through water efficiency and conservation; and WHEREAS, MiNN. STAT. CHAPT. 145A authorizes the County to make expenditures to protect the health of its citizens; and WHEREAS, the County has applied to the County for Water Efficiency Grant funds. NOW, THEREFORE, it is mutually agreed between the County and County as follows: TERM The term of the Agreement shall be from date of final signature to December 31, 2017. II. THE COUNTY'S OBLIGATION: The County will provide to the grantee an allocation in the amount of $12,500 of the County's funds to fund the activities set forth in Section III below. III. THE GRANTEE'S OBLIGATIONS: The grantee will undertake the project in the attached scope of work. IV. GENERAL TERMS AND CONDITIONS: Data Privacy 1. All data collected, created, received, maintained or disseminated for any purposes by the activities of the County because of this Agreement is governed by the Minnesota Government Data Practices Act, Minnesota Chapter 13, as amended, the Minnesota Rules implementing such Act now in force or as adopted, as well as Federal Regulations on data privacy, including but not limited to, the Health Insurance Portability and Accountability Act (HIPAA) where it applies. 2015 Water Conservation Grant Page 1 of 4 The Grantee and County agree to abide by these statutes, rules and regulations and as they may be amended. Indemnity Clause 2. The Grantee agrees that it will indemnify and hold harmless the County, its officers and employees, against any and all liability, loss, costs, damages and expenses which the County, its officers or employees may hereafter sustain, incur, or be required to pay arising out of the Grantee's negligent performance or failure to adequately perform its obligations pursuant to this Agreement. The County agrees that it will indemnify and hold harmless the Grantee, its officers and employees, against any and all liability, loss, costs, damages and expenses which the Grantee, its officers or employees may hereafter sustain, incur, or be required to pay arising out of the County's negligent performance or failure to adequately perform its obligations pursuant to this Agreement. Insurance 3. The Grantee agrees that in order to protect itself, as well as the County, under the indemnity provisions set forth above, it will at all times during the term of this Agreement, keep in force the following insurance protection in the limits specified: 1. Commercial General Liability/Professional Liability with contractual liability coverage in the amount of the County's tort liability limits set forth in Minnesota Statute 466.04 and as amended from time to time. 2. Automobile coverage in the amount of the County's tort liability limits set forth in Minnesota Statute 466.04 and as amended from time to time. 3. Worker's Compensation in statutory amount. (if applicable) Prior to the effective date of this Agreement, the Grantee will furnish the County with a current and valid proof of insurance certificate indicating insurance coverage in the amounts required by this agreement. This certificate of insurance shall be on file with the County throughout the term of the agreement. As a condition subsequent to this agreement, Grantees hall insure that the certificate of insurance provided to the County will at all times be current. The parties agree that failure by the Grantee to maintain a current certificate of insurance with the County shall be a substantial breach of the contract and payments on the contract shall be withheld by the County until a certificate of insurance showing current insurance coverage in amounts required by the contract is provided to the County. 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. 2015 Water Conservation Grant Page 2 of 4 Records — Availability and Retention 4. Pursuant to Minnesota Statute 16C.05, Subd 5., the County/Grantee agrees that the County/Grantee, the State Auditor, or any of their duly authorized representatives at any time during normal business hours and as often as they may reasonably deem necessary, shall have access to and the right to examine, audit, excerpt, and transcribe any books, documents, papers, records, etc. which are pertinent to the accounting practices and procedures of the County/Grantee and involve transactions relating to this agreement. The County/Grantee agrees to maintain these records for a period of six years from the date of termination of this Agreement and make available as requested. Nondiscrimination 5. The provisions of Minn. Stat. 181.59 and of any applicable ordinance relating to civil rights and discrimination shall be considered part of this Agreement as if fully set forth herein, and shall be part of any Agreement entered into by the parties with any Grantee, subGrantee, or material suppliers. Merger and Modification 6. It is understood and agreed that the entire Agreement between the parties is contained here and that this agreement supersedes all oral agreements and negotiations between the parties relating to the subject matter. Any material alterations, variations, modifications, or waivers of provisions of this Agreement shall be valid only when they have been reduced to writing as an amendment and signed by the parties. Severability 7. Every section, provision or part of this Agreement is declared severable from every other section, provision or part thereof to the extent that if any sections, provision or part of this Agreement shall be held invalid by a court of competent jurisdiction, it shall not invalidate any other section, provision or part thereof. 2015 Water Conservation Grant Page 3 of 4 IN WITNESS WHEREOF, the parties have executed this grant agreement on the dates indicated below. Grantee By Date By: Washington County, Minnesota By Director, Public Health and Environment Date: Approv d as to form: Assistant Washington County Attorney 2015 Water Conservation Grant Page 4 of 4 City -of Hugo Scope of work — 2017 Water Efficiency Grant Match 1. The grantee will utilize county funds towards the "local" match for Metropolitan Council Environmental Services (MCES) Water Efficiency Grant, as identified in Minnesota 2015 Session Law Ch. 2, Art. 2, Sec. 9. 2. 3. The grantee will provide all completed forms and information for the MCES program to the County, on the same schedule as required by MCES. 4. The county portion of funds cannot be used to make up the difference for a rebate or grant, to equal 100% of the cost of the equipment. In other words, the rebates or grants offered or used by the grantee must follow MCES guidelines and not cover 100% of the cost. 5. In the event that the grantee does not receive a MCES Water Efficiency grant, they must work with the County to identify alternative uses of the funds, including but not limited to: setting up a separate rebate/grant program for water efficiency or developing outreach and education materials. The county must agree, in writing, to alternative use of the funds and reserves the right to deny and request return of funds. Agenda Number: G.13 CITY OF HUGO CITY COUNCIL AGENDA REPORT TO: Bryan Bear, City Administrator FROM: Rachel Juba, Planner SUBJECT: Thomas and Edie Schmidt and Nancy Saiko. Property Line Adjustment for properties located at 12280 Goodview Avenue North and 12310 Goodview Avenue North. DATE: May 10, 2017 for the City Council Meeting of May 15, 2017 1. PROPOSED MOTION: Move approval of a resolution approving a property line adjustment for Thomas and Edie Schmidt and Nancy Saiko. 2. DESCRIPTION OF REQUEST: The applicants are requesting approval of a property line adjustment for properties located at 12280 Goodview Avenue North and 12310 Goodview Avenue North. Both parcels are approximately 10 acres in size. The applicants are proposing to adjust the common property line between the properties because of an existing garage that crosses the property line. The garage will then be in compliance with the setback requirements. This action will result in the properties remaining 10 acres in size. 3. ANALYSIS: Section 90-339 of the City's Comprehensive Land Use Regulations state that, "Where adjacent property owners desire to adjust their mutual lot line without creating a new parcel or lot of record, they may request a property line adjustment." Subd. (2) of this section further states that, "Where the adjustment of the property line between two properties retains or causes both Page 2 properties to be in conformance with the City's Comprehensive Land Use Regulation, the Zoning Administrator shall provide the application to the City Council for administrative review and consideration." Findings Staff finds that both properties will conform to the City's minimum lot requirements after the relocation of the common property line. Further the existing garage would come into compliance with the setback regulations. The property is located in the Single Family Detached Residential (R-3) Zoning District where the minimum lot size is 10,400 square feet. 4. RECOMMENDATION: Staff recommends approval of the resolution approving a property line adjustment for Thomas and Edie Schmidt and Nancy Saiko. Attachments: 1. Location map 2. Resolution approving lot line adjustment 3. Site Survey RESOLUTION 2017 - APPROVING A PROPERTY LINE ADJUSTMENT FOR THOMAS AND EDIE SCHMIDT AND NANCY SAIKO FOR PROPERTIES LOCATED AT 12280 GOODVIEW AVENUE NORTH AND 12310 GOODVIEW AVEVUE NORTH WHEREAS, an application has been filed by Thomas and Edie Schmidt and Nancy Saiko that requests approval of a property line adjustment for properties located 12280 Goodview Avenue North and 12310 Goodview Avenue North. WHEREAS, the proposed lot line adjustment would result in two parcels described as follows: (See Attached) WHEREAS, the City Council has fully considered the request for the property line adjustment. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the property line adjustment for Thomas and Edie Schmidt and Nancy Saiko. ADOPTED by the City Council this 15a' day of May, 2017 Tom Wiedt, Mayor ATTEST: Michele Lindau, City Clerk 0 0 0 M M LO N N 0 CERTIFICATE OF SURVEY ------------------- ----------------------------------------------- '--THE ---------------------------------------------- \—THE N. LINE OF THE S. 1650 FT. OF THE S.E. 1/4 OF SEC. 32, T. 31, = R. 21 = E VA LL LL N ui W a a z I O 7 S O z LL CD N W EL a. z n 0 LL I W N LL_� OM N � WM ILL OW LU U) z u- _3 0 _30 IW ui Hui �J I II S. 1/4 CJORNER OF SEC R.21 / I i I� i i i 12310 GOODVIEW AVENUE N., PID 32.031.21.41.0002 S89°46'38"E 1318.30 THE N. LINE OF THE S. 1320 FT. OF THE S.E. 1/4 OF SEC. 32, T. 31, R. 21 12280 GOODVIEW AVENUE N., HUGO, MN 55110 PID 32.031.21.44.0001 I S89°46'38"E 1318.68 I I jt—, —THE S. LINE OF N. 330 FT. OF THE S. 1320 FT. OF THE S.E. 1/4 OF I SEC. 32, T. 31, R. 21 I of NI M �I I I I I 1. I I I 2 I I I I I I 32, T. 31,1 1 1 1 L� I 0 100 200 Scale In Feet The orientation of this bearing system is based on the Washington County Coordinate System NAD 83. The found monumentation does not match the deed lines therefore we recommend consulting with a real estate attorney to discuss any ownership rights or lack thereof between the existing monumentation lines and description lines. — — THE S. LINE OF SEC. 32, T. 31, R. 21, FROM THE S. 1/4 CORNER OF SEC. 32 TO THE S.E. CORNER OF \\ SEC. 32 N89°46'38"W 1334.87 LEGEND s FOUND IRON PIPE MONUMENT o SET 112 INCH IRON PIPE CAP NO. 42648 n A w vi LLI � N LL 0� W Cl) z �_: J N ui M �U) (NVarrant} Deed 3371350) PID # 32.031.21.44.0001 (AREA = 9.99 Acres) The North 330 feet of the South 1320 feet of the East Half of the Southeast Quarter of Section 32, Township 31 North, Range 21 West, Washington County, Minnesota. PID # 32.031.21.41.0002 (AREA =10f Acres) The North 330 feet of the South 1650 feet of the East Half of the Southeast Quarter of Section 32, Township 31 North, Range 21 West, containing 10 acres, more or less; subject to Goodview Avenue North, and easements and reservations of record, if any. 33 ' 33: PROPOSED DESCRIPTIONS i PARCEL "A" (CONVEYED FROM SAIKO TO SCHMIDT): (1,173 SQ.FT.) The South 23 feet of the North 330 feet of the South 1650 feet of the West 51 feet of the East 339 feet of the East Half of the Southeast Quarter of Section 32, Township 31 North, Range 21 West, Washington County, Minnesota. PARCEL "B" ;CONVEYED FROM S+CITMIDT TO SAIKO 1: (1,173 SQ.FT.) The East 234.60 feet of the North 5 feet of the South 1320 feet of the East Half of the Southeast Quarter of Section 32, Township 31 North, Range 21 West, Washington o County, Minnesota. 0 RESULTING SCHMIDT PARCEL: The South 23 feet of the North 330 feet of the South 1650 feet of the West 51 feet of the East 339 feet of the East Half of the Southeast Quarter of Section 32, Township 31 N North, Range 21 West, Washington County, Minnesota. And b The North 330 feet of the South 1320 feet of said East Half of the Southeast Quarter, EXCEPT the East 234.60 feet of the North 5 feet South 1320 feet thereof. 33 1 33 COMPUTED S.E CORNER OF SEC. 32, T. 31, R. 21 (FALLS IN FISH —� LAKE) / l RESULTING SAIKO PARCEL: The East 234.60 feet of the North 5 feet of the South 1320 feet of the East Half of the Southeast Quarter of Section 32, Township 31 North, Range 21 West, Washington County, Minnesota. And The North 330 feet of the South 1650 feet of said East Half of the Southeast Quarter, EXCEPT the West 51 feet of the East 339 feet of the South 23 feet of said North 330 feet of the South 1650 feet. DETAIL 1 INCH = 60 FEET 6 PARCEL 11A=1 a 33 PARCEL B -,` o Z I* /-a.4--51.00 o i =O — I I I IL 10.3 t i�7.3,1;- p 339.00 Cn14T------------------------ — N1 �---- EXISTING GARAGE ® 2017 WIDSETH SMITH NOLTING O z U_ LL O) in W PARCEL "A; °' / PARCEL "B" _ a 51.00 of I 5 l 0 10.3 +1 C` �?7.3�1 234.60 — N� I— �1— —I---339.00----- — — EXISTING GARAGE LEGEND s FOUND IRON PIPE MONUMENT o SET 112 INCH IRON PIPE CAP NO. 42648 n A w vi LLI � N LL 0� W Cl) z �_: J N ui M �U) (NVarrant} Deed 3371350) PID # 32.031.21.44.0001 (AREA = 9.99 Acres) The North 330 feet of the South 1320 feet of the East Half of the Southeast Quarter of Section 32, Township 31 North, Range 21 West, Washington County, Minnesota. PID # 32.031.21.41.0002 (AREA =10f Acres) The North 330 feet of the South 1650 feet of the East Half of the Southeast Quarter of Section 32, Township 31 North, Range 21 West, containing 10 acres, more or less; subject to Goodview Avenue North, and easements and reservations of record, if any. 33 ' 33: PROPOSED DESCRIPTIONS i PARCEL "A" (CONVEYED FROM SAIKO TO SCHMIDT): (1,173 SQ.FT.) The South 23 feet of the North 330 feet of the South 1650 feet of the West 51 feet of the East 339 feet of the East Half of the Southeast Quarter of Section 32, Township 31 North, Range 21 West, Washington County, Minnesota. PARCEL "B" ;CONVEYED FROM S+CITMIDT TO SAIKO 1: (1,173 SQ.FT.) The East 234.60 feet of the North 5 feet of the South 1320 feet of the East Half of the Southeast Quarter of Section 32, Township 31 North, Range 21 West, Washington o County, Minnesota. 0 RESULTING SCHMIDT PARCEL: The South 23 feet of the North 330 feet of the South 1650 feet of the West 51 feet of the East 339 feet of the East Half of the Southeast Quarter of Section 32, Township 31 N North, Range 21 West, Washington County, Minnesota. And b The North 330 feet of the South 1320 feet of said East Half of the Southeast Quarter, EXCEPT the East 234.60 feet of the North 5 feet South 1320 feet thereof. 33 1 33 COMPUTED S.E CORNER OF SEC. 32, T. 31, R. 21 (FALLS IN FISH —� LAKE) / l RESULTING SAIKO PARCEL: The East 234.60 feet of the North 5 feet of the South 1320 feet of the East Half of the Southeast Quarter of Section 32, Township 31 North, Range 21 West, Washington County, Minnesota. And The North 330 feet of the South 1650 feet of said East Half of the Southeast Quarter, EXCEPT the West 51 feet of the East 339 feet of the South 23 feet of said North 330 feet of the South 1650 feet. DETAIL 1 INCH = 60 FEET 6 PARCEL 11A=1 a 33 PARCEL B -,` o Z I* /-a.4--51.00 o i =O — I I I IL 10.3 t i�7.3,1;- p 339.00 Cn14T------------------------ — N1 �---- EXISTING GARAGE ® 2017 WIDSETH SMITH NOLTING 5/11/2017 Press Release - May 10, 2017 - Emerald Ash Borer - City of Hugo 1 Back to Web Site City of Hugo Press Release - May 10, 2017 Emerald Ash Borer Discovered in Hugo, MN The Minnesota Department of Agriculture (MDA) has alerted the City of Hugo after emerald ash borer (EAB) was found in an ash tree located inside the City limits. The MDA was contacted by a Hugo resident after the tree was cut down and EAB larvae were observed. Although less than 11% of the trees in the City of Hugo are ash, the City is asking residents to educate themselves about EAB and help slow its spread. 'There are several things residents should look for when checking for emerald ash borer. Be sure you've identified an ash tree. This is an important first step since EAB only feeds on ash trees. Ash have opposite branching — meaning branches come off the trunk directly across from each other. On older trees, the bark is in a tight, diamond-shaped pattern. Younger trees have a relatively smooth bark. 2. Look for woodpecker damage. Woodpeckers like EAB larvae and woodpecker holes may indicate the presence of EAB. 3. Check for bark cracks. EAB larvae tunneling under the bark can cause the bark to split open, revealing the larval (S-shaped) tunnels underneath. 4. Contact a professional. Tree professionals that are licensed by the MDA are educated in the proper identification and handling of ash trees. For a list of these contractors please visit: http://www2.mda.state.mn.us/webapp/lis/default.is Emerald ash borer larvae kill ash trees by tunneling under the bark and feeding on the part of the tree that moves nutrients up and down the trunk. The invasive insect was first discovered in Minnesota in 2009 and is now found in 30 states. Minnesotans can also help stop the spread of EAB by burning firewood where you buy it and not transporting it. Look for wood that is MDA certified as heat-treated to ensure it is pest - free. Please visit the City of Hugo's web page for additional information concerning EAB management and ash tree disposal options. hitp://www.ci.hugo.mn.usAndex.asp?Type=B_BASIC&SEC=(9DDDB82A-E08B-4A8D-84C8-8AD72EBC558C)&D E=(43BE4FB3-E734-467A-B5D3-463F7E7C... 1/1 GLAMOS WIRE PRODUCTS OPEN HOUSE Dates: May 16" 9:00am-11:00am May 17th 1:00pm-3:00pm May 18th 3:30pm-5:30pm Please feel free to stop by and we would be happy to provide a tour of our facility. Glamos Wire Products 651-429-5386 5564152 "d Street N Huao. MN 55038 All are invited to a Retirement Celebration Open House Monday, June 5 3:30 to 6:30 p.m. Mariner Atrium it Theater WBLAHS - South Campus 3551 McKnight Road, White Bear Lake, MN 55110 Appetizers, desserts and beverages Student music performances Questions? Please contact Jody Reber at 651-407-7563 or jody.reberCisd624.org May 2017 May 2017 June 2017 Su Mo Tu We Th Fr Sa Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 1 2 3 7 8 9 10 11 12 13 4 5 6 7 8 9 10 14 15 16 17 18 19 20 11 12 13 14 15 16 17 21 22 23 24 25 26 27 18 19 20 21 22 23 24 28 29 30 31 25 26 27 28 29 30 SUNDAY MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY SATURDAY Apr 30 May 1 2 3 4 5 6 7:00pm City Council 11:30am NYFS Lunch Meeting (Midland Hills) 7 8 9 10 11 12 13 6:30pm BOZA 7:00pm Planning Commission - Michele Lindau 14 15 16 17 18 19 20 7:00pm Parks Michele 7:00pm City Council 5:00pm Comp Plan 3:30pm Glamos Wire Meeting Lindau Open Hse (5564 5:00pm EDA Meets 152nd St) 6:30pm Historical Commission - 21 22 23 24 25 26 27 5:00pm Burger Night 6:30pm BOZA (Hugo Legion) 7:00pm Planning Commisison 28 29 30 31 Jun 1 2 3 Memorial D Meetings scheduled in green are scheduled/posted meetings. 1 5/11/2017 1:19 PM 2017 June 2 017 June 2017 my e Su Mo Tu We Th Fr Sa Su Mo Tu We Th Fr Sa 1 2 3 1 4 5 6 7 8 9 10 2 3 4 5 6 7 8 11 12 13 14 15 16 17 9 10 11 12 13 14 15 18 19 20 21 22 23 24 16 17 18 19 20 21 22 25 26 27 28 29 30 23 24 25 26 27 28 29 30 31 SUNDAY MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY SATURDAY May 28 29 30 31 Jun 1 2 3 4 5 6 7 8 9 10 3:30pm Dr. Lovett Good Neiqhbor Days Retirement (Marnier 6:30pm BOZA @ 3551 McKnight Rd) 7:00pm Plannin� 7:00pm City Council Commission Meeting 11 12 13 14 15 16 17 Good Neiqhbor Days 7:00pm Comp Plan Workshop 18 19 20 21 22 23 24 S:00pm EDA Meets - 7:00pm Parks 7:00pm City Council Meeting 6:30pm BOZA 6:30pm Historical Commission 7:00pm Planning Commisison 25 26 27 28 29 30 Jul 1 5:00pm Burger Night (Hugo Legion) Meetings scheduled in green are scheduled/posted meetings. 2 5/11/2017 1:19 PM